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Search Results (1,784)

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20 pages, 3024 KiB  
Article
Investigating the Spatial Pattern of White Oak (Quercus alba L.) Mortality Using Ripley’s K Function Across the Ten States of the Eastern US
by Saaruj Khadka, Hong S. He and Sougata Bardhan
Forests 2024, 15(10), 1809; https://doi.org/10.3390/f15101809 (registering DOI) - 16 Oct 2024
Viewed by 265
Abstract
White oak mortality is a significant concern in forest ecosystems due to its impact on biodiversity and ecosystem functions. Understanding the factors influencing white oak mortality is crucial for effective forest management and conservation efforts. In this study, we aimed to investigate the [...] Read more.
White oak mortality is a significant concern in forest ecosystems due to its impact on biodiversity and ecosystem functions. Understanding the factors influencing white oak mortality is crucial for effective forest management and conservation efforts. In this study, we aimed to investigate the spatial pattern of WOM rates across the eastern US and explore the underlying processes behind the observed spatial patterns. Multicycle forest inventory and analysis data were compiled to capture all white oak plots. WOM data were selected across plot systems that utilized declining basal areas between two periods. Ripley’s K function was used to study the spatial pattern of WOM rates. Results showed clustered patterns of WOM rates at local and broad scales that may indicate stand-level competition and regional variables affecting white oaks’ dynamics across southern and northern regions. Results also indicated random patterns at broad scales, suggesting variations in topographic and hydrological conditions across the south and northern regions. However, the central region indicated both clustered and random patterns at the local scale that might be associated with inter-species competition and the possibility of environmental heterogeneity, respectively. Furthermore, uniform patterns of WOM rate at a broad scale across all regions might suggest regions with spatially homogeneous environmental factors acting on the dynamics of white oaks. This research might be helpful in identifying impacted areas of white oaks at varying scales. Future research is needed to comprehensively assess biotic and abiotic factors at various spatial scales aimed at mitigating WOM. Full article
(This article belongs to the Section Forest Inventory, Modeling and Remote Sensing)
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Figure 1
<p>Study area mainly showing forest covers and others across ten states of the eastern US.</p>
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<p>Our study area showing (<b>A</b>) spatial distribution of WOM rate plots and (<b>B</b>) kernel density distribution of WOM rates across different latitudes and longitudes of the eastern United States.</p>
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<p>Ripley’s K function showing clustered, random, and uniform patterns across varying scales of (<b>A</b>) southern, (<b>B</b>) central, and (<b>C</b>) northern regions WOM rates in the eastern United States.</p>
Full article ">Figure 3 Cont.
<p>Ripley’s K function showing clustered, random, and uniform patterns across varying scales of (<b>A</b>) southern, (<b>B</b>) central, and (<b>C</b>) northern regions WOM rates in the eastern United States.</p>
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22 pages, 967 KiB  
Article
Transformational Environmental Leadership and Corporate Social Responsibility as Triggers of Competitive Advantage and Sustainable Performance in Environmentally Certified Companies in Mexico
by Dailin Alejandra Ramírez-Altamirano, Patricia S. Sánchez-Medina, René Díaz-Pichardo and Manuel F. Suárez-Barraza
Sustainability 2024, 16(20), 8884; https://doi.org/10.3390/su16208884 - 14 Oct 2024
Viewed by 380
Abstract
This research proposes a model to assess the impacts of transformational environmental leadership and corporate social responsibility on sustainable performance with the mediating effect of competitive advantage in environmentally certified companies in Mexico. Based on a literature review, a measurement instrument was created [...] Read more.
This research proposes a model to assess the impacts of transformational environmental leadership and corporate social responsibility on sustainable performance with the mediating effect of competitive advantage in environmentally certified companies in Mexico. Based on a literature review, a measurement instrument was created to evaluate the variables in the model. The sample is composed of 150 certified companies from 29 states. We used factor analysis and path analysis for hypothesis testing. We observed that transformational environmental leadership facilitates the internal changes and decision-making necessary to implement corporate social responsibility practices, develop competitive advantages, and improve sustainable performance. We also observed a positive relationship between competitive advantage and sustainable performance. From a transformational environmental leadership perspective, this study is helpful for researchers, industry experts, policymakers, and managers interested in voluntary environmental certifications in emerging economies. The research model implies a way to strengthen companies’ competitive advantage and sustainable performance through transformational environmental leadership and corporate social responsibility. Full article
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Figure 1
<p>Research model. Source: elaborated by the authors.</p>
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<p>Research model with standardized coefficients (β) for the direct effects. Source: elaborated by the authors. * <span class="html-italic">p</span> &lt; 0.05, ** <span class="html-italic">p</span> &lt; 0.01, *** <span class="html-italic">p</span> &lt; 0.001.</p>
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21 pages, 1692 KiB  
Article
Adaptive Measurement and Parameter Estimation for Low-SNR PRBC-PAM Signal Based on Adjusting Zero Value and Chaotic State Ratio
by Minghui Lv, Xiaopeng Yan, Ke Wang, Xinhong Hao and Jian Dai
Mathematics 2024, 12(20), 3203; https://doi.org/10.3390/math12203203 - 12 Oct 2024
Viewed by 395
Abstract
Accurately estimating the modulation parameters of pseudorandom binary code–pulse amplitude modulation (PRBC–PAM) signals damaged by strong noise poses a significant challenge in emitter identification and countermeasure. Traditionally, weak signal detection methods based on chaos theory can handle situations with low signal-to-noise ratio, but [...] Read more.
Accurately estimating the modulation parameters of pseudorandom binary code–pulse amplitude modulation (PRBC–PAM) signals damaged by strong noise poses a significant challenge in emitter identification and countermeasure. Traditionally, weak signal detection methods based on chaos theory can handle situations with low signal-to-noise ratio, but most of them are developed for simple sin/cos waveform and cannot face PRBC–PAM signals commonly used in ultra-low altitude performance equipment. To address the issue, this article proposes a novel adaptive detection and estimation method utilizing the in-depth analysis of the Duffing oscillator’s behaviour and output characteristics. Firstly, the short-time Fourier transform (STFT) is used for chaotic state identification and ternary processing. Then, two novel approaches are proposed, including the adjusting zero value (AZV) method and the chaotic state ratio (CSR) method. The proposed weak signal detection system exhibits unique capability to adaptively modify its internal periodic driving force frequency, thus altering the difference frequency to estimate the signal parameters effectively. Furthermore, the accuracy of the proposed method is substantiated in carrier frequency estimation under varying SNR conditions through extensive experiments, demonstrating that the method maintains high precision in carrier frequency estimation and a low bit error rate in both the pseudorandom sequence and carrier frequency, even at an SNR of −30 dB. Full article
16 pages, 2014 KiB  
Article
Study on Dynamic Strength Characteristics of Sand Solidified by Enzyme-Induced Calcium Carbonate Precipitation (EICP)
by Gang Li, Xueqing Hua, Jia Liu, Yao Zhang and Yu Li
Materials 2024, 17(20), 4976; https://doi.org/10.3390/ma17204976 - 11 Oct 2024
Viewed by 317
Abstract
Saturated sand foundations are susceptible to liquefaction under dynamic loads. This can result in roadbed subsidence, flotation of underground structures, and other engineering failures. Compared with the traditional foundation reinforcement technology, enzyme-induced calcium carbonate precipitation technology (EICP) is a green environmental protection reinforcement [...] Read more.
Saturated sand foundations are susceptible to liquefaction under dynamic loads. This can result in roadbed subsidence, flotation of underground structures, and other engineering failures. Compared with the traditional foundation reinforcement technology, enzyme-induced calcium carbonate precipitation technology (EICP) is a green environmental protection reinforcement technology. The EICP technology can use enzymes to induce calcium carbonate to cement soil particles and fill soil pores, thus effectively improving soil strength and inhibiting sand liquefaction damage. The study takes EICP-solidified standard sand as the research object and, through the dynamic triaxial test, analyzes the influence of different confining pressure (σ3) cementation times (CT), cyclic stress ratio (CSR), dry density (ρd), and vibration frequency (f) on dynamic strength characteristics. Then, a modified dynamic strength model of EICP-solidified standard sand was established. The results show that, under the same confining pressure, the required vibration number for failure decreases with the increase in dynamic strength, and the dynamic strength increases with the rise in dry density. At the same number of cyclic vibrations, the greater the confining pressure and cementation times, the greater the dynamic strength. When the cementation times are constant, the dynamic strength of EICP-solidified sand decreases with the increase in the vibration number. When cementation times are 6, the dynamic strength of the specimens with CSR of 0.35 is 25.9% and 32.4% higher than those with CSR of 0.25 and 0.30, respectively. The predicted results show that the model can predict the measured values well, which fully verifies the applicability of the model. The research results can provide a reference for liquefaction prevention in sand foundations. Full article
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Figure 1
<p>Grading curve of standard sand.</p>
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<p>Sample preparation process diagram: (<b>a</b>) fixed mold; (<b>b</b>) injected standard sand; (<b>c</b>) compacted sand column; (<b>d</b>) preparation of enzyme solution and cementation solution; (<b>e</b>) injection of enzyme solution and cementation solution; and (<b>f</b>) sample after curing.</p>
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<p>Dynamic strength curves of EICP-solidified standard sand under different confining pressures: (<b>a</b>) <span class="html-italic">CT</span> = 2; (<b>b</b>) <span class="html-italic">CT</span> = 4; and (<b>c</b>) <span class="html-italic">CT</span> = 6.</p>
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<p>Dynamic strength curves of EICP-solidified standard sand under different cementation times: (<b>a</b>) <span class="html-italic">σ</span><sub>3</sub> = 25 kPa; (<b>b</b>) <span class="html-italic">σ</span><sub>3</sub> = 50 kPa; and (<b>c</b>) <span class="html-italic">σ</span><sub>3</sub> = 100 kPa.</p>
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<p>Dynamic strength curves of EICP-solidified standard sand under different cyclic stress ratios: (<b>a</b>) <span class="html-italic">CT</span> = 2; (<b>b</b>) <span class="html-italic">CT</span> = 4; and (<b>c</b>) <span class="html-italic">CT</span> = 6.</p>
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<p>Dynamic strength curves of EICP-solidified standard sand under different dry densities: (<b>a</b>) <span class="html-italic">CT</span> = 2; (<b>b</b>) <span class="html-italic">CT</span> = 4; and (<b>c</b>) <span class="html-italic">CT</span> = 6.</p>
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<p>Dynamic strength curves of EICP-solidified standard sand under different vibration frequencies: (<b>a</b>) <span class="html-italic">σ</span><sub>3</sub> = 25 kPa; (<b>b</b>) <span class="html-italic">σ</span><sub>3</sub> = 50 kPa; and (<b>c</b>) <span class="html-italic">σ</span><sub>3</sub> = 100 kPa.</p>
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<p>SEM image: (<b>a</b>) <span class="html-italic">CT</span> = 2; (<b>b</b>) <span class="html-italic">CT</span> = 4; and (<b>c</b>) <span class="html-italic">CT</span> = 6.</p>
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<p>Comparison of dynamic strength between test results and predicted results.</p>
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22 pages, 48917 KiB  
Article
Ice Sheet Mass Changes over Antarctica Based on GRACE Data
by Ruiqi Zhang, Min Xu, Tao Che, Wanqin Guo and Xingdong Li
Remote Sens. 2024, 16(20), 3776; https://doi.org/10.3390/rs16203776 - 11 Oct 2024
Viewed by 315
Abstract
Assessing changes of the mass balance in the Antarctic ice sheet in the context of global warming is a key focus in polar study. This study analyzed the spatiotemporal variation in the Antarctic ice sheet’s mass balance, both as a whole and by [...] Read more.
Assessing changes of the mass balance in the Antarctic ice sheet in the context of global warming is a key focus in polar study. This study analyzed the spatiotemporal variation in the Antarctic ice sheet’s mass balance, both as a whole and by individual basins, from 2003 to 2016 and from 2018 to 2022 using GRACE RL06 data published by the Center for Space Research (CSR) and ERA-5 meteorological data. It explored the lagged relationships between mass balance and precipitation, net surface solar radiation, and temperature, and applied the random forest method to examine the relative contributions of these factors to the ice sheet’s mass balance within a nonlinear framework. The results showed that the mass loss rates of the Antarctic ice sheet during the study periods were −123.3 ± 6.2 Gt/a and −24.8 ± 52.1 Gt/a. The region with the greatest mass loss was the Amundsen Sea in West Antarctica (−488.8 ± 5.3 Gt/a and −447.9 ± 14.7 Gt/a), while Queen Maud Land experienced the most significant mass accumulation (44.9 ± 1.0 Gt/a and 30.0 ± 3.2 Gt/a). The main factors contributing to surface ablation of the Antarctic ice sheet are rising temperatures and increased surface net solar radiation, each showing a lag effect of 1 month and 2 months, respectively. Precipitation also affects the loss of the ice sheet to some extent. Over time, the contribution of precipitation to the changes in the ice sheet’s mass balance increases. Full article
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Figure 1
<p>The Antarctic ice sheet and the sub-basin mapping areas. (<b>a</b>) is the region of the Antarctic ice sheet; (<b>b</b>) is the elevation of the Antarctic ice sheet.</p>
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<p>Flow chart.</p>
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<p>Time series of changes in Antarctic ice sheet mass balance. Time series of mass change in the Antarctic ice sheet, trend significance test <span class="html-italic">p</span> value less than 0.05 is indicated as *, and the change obtained by the 12-month moving average method is shown by the red line.</p>
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<p>Time series of ice sheet mass balance changes in various Antarctic regions. (<b>a</b>) is the West Antarctica and each river basin; (<b>b</b>) is the East Antarctica and each river basin; and (<b>c</b>) is the three Antarctic continents, of which the Antarctic Peninsula and Basin 9 are in the same area. The dotted lines are the ice cover in each basin between 2003–2016 and 201806–2022 fitted trend line.</p>
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<p>Spatial distribution of annual mean equivalent water height of ice sheet mass change at each stage during 2003–2022. (<b>a</b>) 2003–2006; (<b>b</b>) 2007–2008; (<b>c</b>) 2009–2011; (<b>d</b>) 2012–2016; (<b>e</b>) 2019–2022.</p>
Full article ">Figure 5 Cont.
<p>Spatial distribution of annual mean equivalent water height of ice sheet mass change at each stage during 2003–2022. (<b>a</b>) 2003–2006; (<b>b</b>) 2007–2008; (<b>c</b>) 2009–2011; (<b>d</b>) 2012–2016; (<b>e</b>) 2019–2022.</p>
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<p>Spatial distribution of mass balance equivalent water height trend in Antarctic ice sheet (<b>a</b>) 2003–2016; (<b>b</b>) 2018–2022. The shaded areas represent where the trend significance test has <span class="html-italic">p</span> &lt; 0.05.</p>
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<p>Time series of monthly and quarterly changes in Antarctic ice sheet mass balance. (<b>a</b>) Multi-year monthly mean of Antarctic ice sheet mass change (blue areas are warm seasons); (<b>b</b>) Time series of ice sheet mass balance changes during the Antarctic warm and cold seasons.</p>
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<p>The spatial distribution and trend of the annual mass balance of the Antarctic ice sheet during the cold and warm seasons from 2003 to 2016.</p>
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<p>The spatial distribution and trend of the annual mass balance of the Antarctic ice sheet during the cold and warm seasons from 2003 to 2016.</p>
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<p>Time series of precipitation, net surface solar radiation, and air temperature in the Antarctic ice sheet region, 2003–2022. The dashed lines are the fitting trend lines for each climate factor during 2003–2022. The blue area represents the accelerated ice sheet loss period (2012–2016), while the red area indicates the dramatic ice sheet loss period (2017–2022).</p>
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<p>The spatial distribution of annual mean and variability trends in precipitation, net surface solar radiation, and air temperature over the Antarctic ice sheet is examined for the period from 2003 to 2022.</p>
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<p>The correlation coefficient between the equivalent water height of the Antarctic ice sheet mass balance and different lag periods of precipitation, net solar radiation, and air temperature on a monthly scale. Points marked with five-pointed stars in the figure have passed the significance test (<span class="html-italic">p</span> &lt; 0.05).</p>
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<p>Spatial distribution of the number of lag periods of Antarctic ice sheet mass balance on precipitation, surface net solar radiation and temperature change.</p>
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<p>Spatial distribution of the number of lag periods of Antarctic ice sheet mass balance on precipitation, surface net solar radiation and temperature change.</p>
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<p>The relative contribution of climatic factors to the mass balance of the Antarctic ice sheet at the monthly scale. (<b>a</b>) Relative contribution in the same period; (<b>b</b>) Relative contribution of lag 1 period; (<b>c</b>) Relative contribution of lag 2 period. The value represents the proportion of the contribution degree of each influencing factor in that month, and the blue shaded area represents the warm season.</p>
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19 pages, 11905 KiB  
Article
Influence of Centerline Segregation Region on the Hydrogen Embrittlement Susceptibility of API 5L X80 Pipeline Steels
by Mathews Lima dos Santos, Arthur Filgueira de Almeida, Guilherme Gadelha de Sousa Figueiredo, Marcos Mesquita da Silva, Theophilo Moura Maciel, Tiago Felipe Abreu Santos and Renato Alexandre Costa de Santana
Metals 2024, 14(10), 1154; https://doi.org/10.3390/met14101154 - 10 Oct 2024
Viewed by 495
Abstract
The influence of the centerline segregation region (CSR) on the hydrogen embrittlement (HE) of two different API 5L X80 pipeline steel plates was investigated. The novelty of this work was to establish relationships between the CSR, microstructure, and distribution of localized fragile particles [...] Read more.
The influence of the centerline segregation region (CSR) on the hydrogen embrittlement (HE) of two different API 5L X80 pipeline steel plates was investigated. The novelty of this work was to establish relationships between the CSR, microstructure, and distribution of localized fragile particles on HE susceptibility and on fracture morphology. This work intended to establish a relationship between centerline segregation and HE susceptibility in high-strength low-alloy steels submitted to inhomogeneous transformations. Microscopy, hydrogen permeation, and slow strain rate (SSR) tests were used to investigate hydrogen-related degradation. The solution used on the charging cell of the permeation tests—and on the SSR test cell—was 0.5 mol L−1 H2SO4 + 10 mg L−1 As2O3, and in the oxidation cell, 0.1 M NaOH was used as a solution. The CSR led the thicker plate to present the highest HE index (0.612) in analyses carried out in the mid-thickness; however, the same plate showed the lowest HE index in near-surface tests. The presence of hydrogen changed the fracture morphology from ductile to a brittle and ductile feature; this occurred due to the interaction with localized fragile particles and the significant reduction of the shear stress necessary for the dislocation movement. Full article
(This article belongs to the Special Issue Mechanical Behaviors and Damage Mechanisms of Metallic Materials)
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<p>Location of SSR test samples in the plate.</p>
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<p>Optical microscopy micrographs of API 5L X80 steels. 3% Nital etched. (<b>a</b>) Plate 1 at ¼ of the thickness, (<b>b</b>) Plate 1 at ½ of the thickness, (<b>c</b>) Plate 2 at ¼ of the thickness, (<b>d</b>) Plate 2 at ½ of the thickness.</p>
Full article ">Figure 2 Cont.
<p>Optical microscopy micrographs of API 5L X80 steels. 3% Nital etched. (<b>a</b>) Plate 1 at ¼ of the thickness, (<b>b</b>) Plate 1 at ½ of the thickness, (<b>c</b>) Plate 2 at ¼ of the thickness, (<b>d</b>) Plate 2 at ½ of the thickness.</p>
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<p>Optical microscopy micrograph of transition between CSR and non-segregated areas on the thicker plate. 3% Nital etched.</p>
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<p>SEM micrograph of localized fragile particles associated with ferritic grain boundaries in the CSR of the thicker plate. 3% Nital etched.</p>
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<p>The results of the microhardness test using the Vickers method across the cross section.</p>
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<p>Examples of ultra-microhardness measurements performed on the CSR of the thicker plate. (<b>a</b>) Ferritic region, (<b>b</b>) Ferrite-carbide aggregates region.</p>
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<p>Electrochemical hydrogen permeation curves of plate 1 and plate 2 in deaerated 0.5 mol/L H<sub>2</sub>SO<sub>4</sub> + 10 mg/L As<sub>2</sub>O<sub>3</sub> solution.</p>
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<p>Engineering stress x strain curves of plate 1 at 3.35 × 10<sup>−6</sup> s<sup>−1</sup> strain rate, where P1.MT and P1.NS indicate that the specimens were taken, respectively, from the mid-thickness and near-surface regions of the plate.</p>
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<p>Engineering stress x strain curves of plate 2 at 3.35 × 10<sup>−6</sup> s<sup>−1</sup> strain rate, where: P2.MT and P2.NS indicate that the specimens were taken, respectively, from the mid-thickness and near-surface regions of the plate.</p>
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<p>Fracture morphology features of P1.MT specimens tested in: (<b>a</b>) air, (<b>b</b>) solution.</p>
Full article ">Figure 10 Cont.
<p>Fracture morphology features of P1.MT specimens tested in: (<b>a</b>) air, (<b>b</b>) solution.</p>
Full article ">Figure 11
<p>Fracture morphology of plate 1 specimens. (<b>a</b>) P1.MT tested in the air, (<b>b</b>) P1.NS tested in the air, (<b>c</b>) P1.MT tested in solution brittle zone, (<b>d</b>) P1.MT tested in solution ductile zone, (<b>e</b>) P1.NS tested in solution brittle zone, (<b>f</b>) P1.NS tested in solution ductile zone.</p>
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<p>Fracture morphology of plate 2 specimens. (<b>a</b>) P2.MT tested in the air, (<b>b</b>) P2.NS tested in the air, (<b>c</b>) P2.MT tested in solution brittle zone, (<b>d</b>) P2.MT tested in solution ductile zone, (<b>e</b>) P2.NS tested in solution brittle zone (<b>f</b>) P2.NS tested in solution ductile zone.</p>
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24 pages, 738 KiB  
Article
Tensor Core-Adapted Sparse Matrix Multiplication for Accelerating Sparse Deep Neural Networks
by Yoonsang Han, Inseo Kim, Jinsung Kim and Gordon Euhyun Moon
Electronics 2024, 13(20), 3981; https://doi.org/10.3390/electronics13203981 - 10 Oct 2024
Viewed by 434
Abstract
Sparse matrix–matrix multiplication (SpMM) is essential for deep learning models and scientific computing. Recently, Tensor Cores (TCs) on GPUs, originally designed for dense matrix multiplication with mixed precision, have gained prominence. However, utilizing TCs for SpMM is challenging due to irregular memory access [...] Read more.
Sparse matrix–matrix multiplication (SpMM) is essential for deep learning models and scientific computing. Recently, Tensor Cores (TCs) on GPUs, originally designed for dense matrix multiplication with mixed precision, have gained prominence. However, utilizing TCs for SpMM is challenging due to irregular memory access patterns and a varying number of non-zero elements in a sparse matrix. To improve data locality, previous studies have proposed reordering sparse matrices before multiplication, but this adds computational overhead. In this paper, we propose Tensor Core-Adapted SpMM (TCA-SpMM), which leverages TCs without requiring matrix reordering and uses the compressed sparse row (CSR) format. To optimize TC usage, the SpMM algorithm’s dot product operation is transformed into a blocked matrix–matrix multiplication. Addressing load imbalance and minimizing data movement are critical to optimizing the SpMM kernel. Our TCA-SpMM dynamically allocates thread blocks to process multiple rows simultaneously and efficiently uses shared memory to reduce data movement. Performance results on sparse matrices from the Deep Learning Matrix Collection public dataset demonstrate that TCA-SpMM achieves up to 29.58× speedup over state-of-the-art SpMM implementations optimized with TCs. Full article
(This article belongs to the Special Issue Compiler and Hardware Design Systems for High-Performance Computing)
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Figure 1
<p>Illustration of SpMM using the compressed sparse row (CSR) format. The sparse matrix <span class="html-italic">S</span> is represented in CSR format, where the number of rows (<span class="html-italic">M</span>) is set to 5, and the number of columns (<span class="html-italic">K</span>) is set to 8. The number of columns (<span class="html-italic">N</span>) on dense matrix <span class="html-italic">D</span> is set to 4; thus, the size of the resulting output matrix <span class="html-italic">O</span> is <math display="inline"><semantics> <mrow> <mi>M</mi> <mo>×</mo> <mi>N</mi> </mrow> </semantics></math> = 5 × 4.</p>
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<p>The left side of this figure (<b>a</b>) illustrates fundamental concept of our approach, the transformation of vector–vector dot product into matrix–matrix multiplication via matricization. The right side of this figure (<b>b</b>) describes the transformation using the practical MMA instruction, the <math display="inline"><semantics> <mrow> <mn>16</mn> <mo>×</mo> <mn>8</mn> <mo>×</mo> <mn>8</mn> </mrow> </semantics></math> MMA.</p>
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<p>Overview of parallelization strategies for TCA-SpMM.</p>
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<p>Implementation details for TCA-SpMM. The number of warps, proportional to the number of non-zero elements, is assigned to perform the computation of multiple row vectors within a single CUDA thread block by distributing its shared memory.</p>
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<p>Comparison of the SpMM performance on sparse matrices with a different sparsity on the DLMC dataset. The dimensions of the sparse matrices (<span class="html-italic">M</span> and <span class="html-italic">K</span>) in the DLMC dataset vary for each matrix, whereas we set a fixed size of <math display="inline"><semantics> <mrow> <mi>N</mi> <mo>=</mo> <mn>256</mn> </mrow> </semantics></math> for all experiments. If we assume that the sparse matrices from the DLMC are pruned weight matrices, the value of <span class="html-italic">N</span> can be interpreted as the mini-batch size, i.e., the number of data points in each mini-batch.</p>
Full article ">Figure 6
<p>Distribution of MMA operations across different thread blocks in our TCA-SpMM, with and without load balancing. For this experiment, we used DLMC sparse matrices of size 512 × 512 with sparsity ranging from 90% to 98%.</p>
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18 pages, 14984 KiB  
Article
The Mother’s Day Solar Storm of 11 May 2024 and Its Effect on Earth’s Radiation Belts
by Viviane Pierrard, Alexandre Winant, Edith Botek and Maximilien Péters de Bonhome
Universe 2024, 10(10), 391; https://doi.org/10.3390/universe10100391 - 10 Oct 2024
Viewed by 578
Abstract
The month of May 2024 was characterized by solar energetic particles events directed towards the Earth, especially the big event causing a strong terrestrial geomagnetic storm during the night from 10 to 11 May 2024, with auroras observed everywhere in Europe. This was [...] Read more.
The month of May 2024 was characterized by solar energetic particles events directed towards the Earth, especially the big event causing a strong terrestrial geomagnetic storm during the night from 10 to 11 May 2024, with auroras observed everywhere in Europe. This was the strongest storm for the last 20 years with a Disturbed Storm Time index Dst < −400 nT. In the present work, we show with observations of GOES, PROBA-V/EPT and MetOP/MEPED that this exceptional event was associated with the injection of energetic protons in the proton radiation belt, with important consequences for the South part of the South Atlantic Anomaly (SAA). In addition, the geomagnetic storm caused by the solar eruption has had tremendous impacts on the electron radiation belts. Indeed, we show that for 0.3 to 1 MeV electrons, the storm led to a long lasting four belts configuration which was not observed before with EPT launched in 2013, until a smaller geomagnetic storm took place at the end of June 2024. Moreover, for the first time since its launch, observations of the EPT show that ultra-relativistic electrons with E>2 MeV have been injected into the inner belt down to McIlwain parameter L = 2.4, violating the impenetrable barrier previously estimated to be located at L = 2.8. Full article
(This article belongs to the Section Space Science)
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Graphical abstract

Graphical abstract
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<p>Parameters of the solar wind at 1 AU and geomagnetic indices from OMNI from 1 May to 30 June 2024. <b>Top panel</b>: solar wind density (blue) and solar wind speed (red). <b>Second panel</b>: solar wind pressure (blue) and solar wind temperature (red). <b>Third panel</b>: Southward component of the interplanetary magnetic field <math display="inline"><semantics> <msub> <mi>B</mi> <mi>z</mi> </msub> </semantics></math>. <b>Bottom panel</b>: Dst index (blue) and Kp index multiplied by 10 (red).</p>
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<p>GOES observations of proton fluxes with energy &gt;10 MeV (blue), &gt;50 MeV (orange) and &gt;100 MeV (green) at the geostationary orbit from 1 May 2024 to 30 June 2024.</p>
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<p>Proton differential fluxes observed by PROBA-V/EPT from 1 May to 30 June 2024 as a function of the McIlwain parameter L (vertical axis) and time (horizontal axis) in the first 5 EPT proton energy channels. Fluxes are averaged in bins which are 6 h long in time and 0.25 in L. From <b>top</b> to <b>bottom</b>, the energy of each channel increases and they all share the same colorbar.</p>
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<p>Proton differential fluxes observed by MEPED from 1 May to 30 June 2024 as a function of the McIlwain parameter L (vertical axis) and time (horizontal axis) in 5th proton energy channel of MEPED. Fluxes are averaged in bins which are 6 h long in time and 0.25 in L. <b>Top panel</b>: 0° telescope, <b>Bottom panel</b>: 90° telescope.</p>
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<p>Proton fluxes observed in the first EPT proton channel averaged in longitude and latitude bins during four different periods covering most of the period considered in previous figures. The averaging bins here have a width of 10° in longitude and 5° in latitude. Each panel corresponds to a different period: (<b>a</b>) quiet conditions from 1 May to 9 May, (<b>b</b>) storm time and beginning of the recovery from 10 May to 20 May, (<b>c</b>) recovery period from 21 May to 31 May, (<b>d</b>) second proton injection from 1 June to 15 June.</p>
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<p>Observations of neutron monitors at different stations specified in <a href="#universe-10-00391-t001" class="html-table">Table 1</a>, located at all latitudes like Dourbes (Belgium, 50° lat) and SOPO (South Pole latitude <math display="inline"><semantics> <mrow> <mo>−</mo> <mn>90</mn> </mrow> </semantics></math>°). The perturbation during the night of 10 to 11 May 2024 is well visible. The neutron decrease during the storm (Forbush decrease) is immediately followed by a Ground Level Enhancement.</p>
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<p>Electron differential fluxes observed from 1 May to 30 June 2024 as a function of the McIlwain parameter L (vertical axis) and time (horizontal axis) in the 6 EPT electron energy channels. Fluxes are averaged in bins which are 6 h long in time and 0.25 in L. From top to bottom, the energy of the channels increases and they all share the same color bar.</p>
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<p>EPT electron differential fluxes (in <math display="inline"><semantics> <mrow> <msup> <mi>MeV</mi> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <msup> <mi>cm</mi> <mrow> <mo>−</mo> <mn>2</mn> </mrow> </msup> <msup> <mi mathvariant="normal">s</mi> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <msup> <mi>sr</mi> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>) as a function of time from 1 May to 30 June 2024 for all energy channels. Each panel shows the EPT flux at different <span class="html-italic">L</span> values. Plain lines correspond to the fluxes displayed in <a href="#universe-10-00391-f007" class="html-fig">Figure 7</a> and the dashed lines with similar color code correspond to the associated smoothed fluxes by sliding averages with a 4 days width.</p>
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<p>EPT smoothed electron differential fluxes as a function of L and time (color bar) in 3 different energy channels from 3 May to 27 June 2024. Grayed profiles correspond to the period between 8 and 10 May where the smoothed fluxes significantly deviate from the 6 h averaged fluxes.</p>
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<p>Same as <a href="#universe-10-00391-f010" class="html-fig">Figure 10</a> for MEPED 90° telescope for &gt;300 keV integral electron flux.</p>
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<p>Map of electron flux in Channel 1 (500–600 keV) observed from 1 to 10 May 2024 (before the storm, <b>top panel</b>) and from 11 to 20 May 2024 (after the storm, <b>bottom panel</b>). One can see the South Atlantic Anomaly (high fluxes) and its counterpart in the Northern hemisphere (lower fluxes), as well as the penetration of the outer belt at high latitudes.</p>
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<p>Distribution of electrons above 1 MeV as a function of the radial distance in Earth’s radii given by the NASA AE8-MAX model obtained using spenvis.oma.be. Inner and outer belts (in red), as well as the slot (in green), are well visible.</p>
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18 pages, 705 KiB  
Article
Does Information Source Matter? Corporate Reputation Management during Negative Social Responsibility Events
by Hongxia Peng, Qiang Zhang and Zhiqiang Zhang
J. Theor. Appl. Electron. Commer. Res. 2024, 19(4), 2747-2764; https://doi.org/10.3390/jtaer19040132 - 9 Oct 2024
Viewed by 366
Abstract
In the era of digital marketing, where consumers and enterprises frequently interact with each other, consumers hold different attitudes toward the different sources of information, including corporate social responsibility information. Negative corporate social responsibility can have direct impacts on corporate reputation. Choosing appropriate [...] Read more.
In the era of digital marketing, where consumers and enterprises frequently interact with each other, consumers hold different attitudes toward the different sources of information, including corporate social responsibility information. Negative corporate social responsibility can have direct impacts on corporate reputation. Choosing appropriate channels to publish the negative social responsibility information of enterprises in order to reduce the impact of these negative social events on corporate reputation is imperative for corporate image management. This research examines the differences in the impact of enterprise-generated content and -co-generated content on consumer attitudes using second-hand data analysis and then investigates how different information sources influence corporate reputation through empirical experiments. The results indicate that co-generated content performs better than other sources of information on corporate reputation, while professional user-generated content has the most negative impact. We further identify the external attribution as a mediation mechanism in the relationship between information sources and corporate reputation. The theoretical contributions and managerial implications of the research findings are discussed. Full article
(This article belongs to the Topic Interactive Marketing in the Digital Era)
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<p>Research model.</p>
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<p>Display materials in negative CSR.</p>
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23 pages, 7337 KiB  
Article
Remote Sensing-Based Multiscale Analysis of Total and Groundwater Storage Dynamics over Semi-Arid North African Basins
by Abdelhakim Amazirh, Youness Ouassanouan, Houssne Bouimouass, Mohamed Wassim Baba, El Houssaine Bouras, Abdellatif Rafik, Myriam Benkirane, Youssef Hajhouji, Youness Ablila and Abdelghani Chehbouni
Remote Sens. 2024, 16(19), 3698; https://doi.org/10.3390/rs16193698 - 4 Oct 2024
Viewed by 889
Abstract
This study evaluates the use of remote sensing data to improve the understanding of groundwater resources in climate-sensitive regions with limited data availability and increasing agricultural water demands. The research focuses on estimating groundwater reserve dynamics in two major river basins in Morocco, [...] Read more.
This study evaluates the use of remote sensing data to improve the understanding of groundwater resources in climate-sensitive regions with limited data availability and increasing agricultural water demands. The research focuses on estimating groundwater reserve dynamics in two major river basins in Morocco, characterized by significant local variability. The study employs data from Gravity Recovery and Climate Experiment satellite (GRACE) and ERA5-Land reanalysis. Two GRACE terrestrial water storage (TWS) products, CSR Mascon and JPL Mascon (RL06), were analyzed, along with auxiliary datasets generated from ERA5-Land, including precipitation, evapotranspiration, and surface runoff. The results show that both GRACE TWS products exhibit strong correlations with groundwater reserves, with correlation coefficients reaching up to 0.96 in the Oum Er-rbia River Basin and 0.95 in the Tensift River Basin (TRB). The root mean square errors (RMSE) were 0.99 cm and 0.88 cm, respectively. GRACE-derived groundwater storage (GWS) demonstrated a moderate correlation with observed groundwater levels in OERRB (R = 0.59, RMSE = 0.82), but a weaker correlation in TRB (R = 0.30, RMSE = 1.01). On the other hand, ERA5-Land-derived GWS showed a stronger correlation with groundwater levels in OERRB (R = 0.72, RMSE = 0.51) and a moderate correlation in TRB (R = 0.63, RMSE = 0.59). The findings suggest that ERA5-Land may provide more accurate assessments of groundwater storage anomalies, particularly in regions with significant local-scale variability in land and water use. High-resolution datasets like ERA5-land are, therefore, more recommended for addressing local-scale heterogeneity in regions with contrasted complexities in groundwater storage characteristics. Full article
(This article belongs to the Special Issue Remote Sensing for Groundwater Hydrology)
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<p>Digital elevation model, the boundaries, monitoring wells, and aquifers of the selected river basins.</p>
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<p>Example of a snapshot (April 2002 “dry” and 2009 “wet”) of the GRACE CSR Mascon solution (<b>a</b>,<b>b</b>) and JPL solution (<b>c</b>,<b>d</b>) products over the selected region showing differences in spatial resolution and range of equivalent water height (or thickness).</p>
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<p>Example of ERA5−Land data visualization in April 2002. SSRO and SWE stand for subsurface runoff and snow water equivalent, respectively.</p>
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<p>Monthly time-series correspond to spatial averages over Oum Er-Rbia (<b>bottom</b>) and Tensift (<b>up</b>) basin components of the water budget.</p>
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<p>Flowchart showing the datasets and main steps of the processing sequence.</p>
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<p>Total water storage (TWS) time−series comparison of two GRACE products over Moroccan basins spanning from 2002 to 2020.</p>
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<p>Change in total water storage estimated by ERA5−Land compared with GRACE total water storage change for the Moroccan central region, from January 2002 to December 2019. The black line is ERA5−Land total water storage, and the red line is GRACE total water storage.</p>
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<p>Comparison between standardized in situ groundwater−level measurements and groundwater storage anomalies (Z−score) derived from GRACE (red colors) and ERA5−land (blue colors) for OERRB (<b>a</b>) and TRB (<b>b</b>) basins.</p>
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<p>(<b>a</b>) Annual trend, (<b>b</b>) seasonal, and (<b>c</b>) de−seasonalized components of standardized groundwater storage over OERRB. R is the Pearson’s correlation coefficient.</p>
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<p>(<b>a</b>) Annual trend, (<b>b</b>) seasonal, and (<b>c</b>) de-seasonalized components of standardized groundwater storage over TRB. R is the Pearson’s correlation coefficient.</p>
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<p>Lag time between standardized ERA5−Land and in situ groundwater over TRB, for seasonal (<b>top</b>) and de−seasonalized (<b>bottom</b>) components.</p>
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16 pages, 2696 KiB  
Review
Exploring the Relationship between Top Management Team Characteristics and Corporate Social Responsibility: A Literature Review and Bibliometric Analysis
by Patrycja Hąbek and Fizza Saeed
Sustainability 2024, 16(19), 8563; https://doi.org/10.3390/su16198563 - 2 Oct 2024
Viewed by 976
Abstract
In the evolving landscape of corporate governance, the role of Top Management Teams (TMTs) has transcended traditional decision-making paradigms, becoming integral to the implementation of Corporate Social Responsibility (CSR). While the existing literature has identified general trends in TMT diversity, stability, and leadership [...] Read more.
In the evolving landscape of corporate governance, the role of Top Management Teams (TMTs) has transcended traditional decision-making paradigms, becoming integral to the implementation of Corporate Social Responsibility (CSR). While the existing literature has identified general trends in TMT diversity, stability, and leadership styles, there is a lack of comprehensive analysis focusing on the interplay of these characteristics and their direct implications for CSR strategies. This study employs a literature review and bibliometric analysis of the existing literature up to 2023, utilizing the Scopus database to discern trends and patterns in the TMT–CSR relationship. Findings reveal that TMT characteristics, including diversity in gender, age, and professional background, significantly influence CSR strategies, enhancing organizations’ responsiveness to stakeholder needs. Notably, diverse TMTs demonstrate a greater capacity for developing comprehensive CSR initiatives, particularly when led by executives committed to sustainability and ethical practices. The analysis indicates a growing scholarly interest in this intersection, with a marked increase in publications over the past decade, highlighting the strategic importance of TMTs in shaping CSR outcomes. However, the identified research gaps suggest a need for further exploration of context-specific approaches, particularly in varying regional and industry settings, as well as longitudinal studies to capture the dynamic nature of TMT–CSR relationships over time. Full article
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<p>Six-stage study technique.</p>
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<p>Paper identification and exclusion summary.</p>
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<p>Number of published papers, based on the Scopus database.</p>
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<p>Countries’ contribution to research on TMT characteristics and Corporate Social Responsibility (CSR).</p>
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<p>Global cooperation and research output on TMT characteristics and CSR.</p>
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<p>Three-field Sankey diagram illustrating temporal distribution and strength of relationships between key variables.</p>
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<p>Co-occurrence network analysis of keywords used in TMT–CSR research.</p>
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18 pages, 8255 KiB  
Article
Analysis of Liquefaction in Tailings Deposits by Fem Modeling of Undrained Cyclic Triaxial
by Alan Reyes, Joaquín Bravo, Ricardo Gallardo-Sepúlveda, Jorge Eduardo Oviedo-Veas and Edgar Giovanny Díaz-Segura
Minerals 2024, 14(10), 991; https://doi.org/10.3390/min14100991 - 30 Sep 2024
Viewed by 463
Abstract
In this article, a numerical calibration procedure for undrained cyclic triaxial tests is presented to evaluate the liquefaction potential in sand and silt samples from mining tailings in northern Chile. The numerical modeling of an axisymmetric specimen involved two stages: isotropic consolidation using [...] Read more.
In this article, a numerical calibration procedure for undrained cyclic triaxial tests is presented to evaluate the liquefaction potential in sand and silt samples from mining tailings in northern Chile. The numerical modeling of an axisymmetric specimen involved two stages: isotropic consolidation using the Hardening Soil Small (HSS) model and a cycling phase employing the UBC3D-PLM model to simulate the onset of liquefaction using the criterion that the excess pore pressure ratio Ru should exceed 0.8. The results demonstrate that the UBC3D-PLM modeling calibrated with experimental data from cyclic triaxial tests effectively represents the excess pore pressure in both sandy and silty soils from mining tailings. The accuracy of the modeling decreases when a single set of parameters is applied to the same soil at different cyclic stress ratios (CSR), highlighting the need for specific calibrations for each loading. Full article
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<p>Particle size distributions of the silt (ML) and sand (SM).</p>
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<p>The cyclic stress ratio (CSR) versus the number of cycles to liquefaction for silt and silty sand tailings.</p>
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<p>Experimental results showing the excess pore pressure (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> </mrow> <mrow> <mi>u</mi> </mrow> </msub> </mrow> </semantics></math>) versus the number of cycles (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>c</mi> </mrow> </msub> </mrow> </semantics></math>) for CTX tests performed on (<b>a</b>) silt and (<b>b</b>) silty sand.</p>
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<p>(<b>a</b>) Primary and secondary yield surfaces; (<b>b</b>) the transition between the primary and secondary surfaces; (<b>c</b>) deactivation of the secondary surface and post-liquefaction behavior. Modified from reference [<a href="#B46-minerals-14-00991" class="html-bibr">46</a>].</p>
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<p>(<b>a</b>) Three-dimensional model of the specimen. (<b>b</b>) Dynamic boundary conditions. (<b>c</b>) Drained flow conditions and strain boundary conditions. (<b>d</b>) Undrained flow condition and strain boundary conditions.</p>
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<p>(<b>a</b>) Insufficient adjustment of the Plaxis numerical control parameter “<span class="html-italic">Max Steps</span>”. (<b>b</b>) Results when the “<span class="html-italic">Max Step</span>” parameter is adjusted using the approximation 1<math display="inline"><semantics> <mrow> <mn>0</mn> <mo>∗</mo> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>c</mi> </mrow> </msub> </mrow> </semantics></math>.</p>
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<p>Deviatoric stress vs number of cycles for tests on silt and sand.</p>
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<p>(<b>a</b>) Initial degradation of tension states for different values of the moduli <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>B</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msubsup> <mo>,</mo> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>G</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msubsup> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>G</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msubsup> </mrow> </semantics></math> obtained using different values of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <msub> <mrow> <mn>1</mn> </mrow> <mrow> <mn>60</mn> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math>. (<b>b</b>) The effect on <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> </mrow> <mrow> <mi>u</mi> </mrow> </msub> </mrow> </semantics></math> of using the parameters <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>B</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msubsup> <mo>,</mo> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>G</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msubsup> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>G</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msubsup> </mrow> </semantics></math> calculated using <math display="inline"><semantics> <mrow> <msub> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> <mrow> <mn>60</mn> </mrow> </msub> <mo>=</mo> <mn>15.5</mn> </mrow> </semantics></math> compared with the experimental curve for test CTX 2.</p>
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<p>(<b>a</b>) The effect of varying the parameter <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>d</mi> <mi>e</mi> <mi>n</mi> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math>, comparing values of 0.45, 0.68, and 1.0 (default). (<b>b</b>) A comparison between the default parameters and two different sets of parameters with the same combination of factors <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>m</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msub> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>n</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msub> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>n</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> </mrow> </semantics></math> and values of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>d</mi> <mi>e</mi> <mi>n</mi> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math> of 0.68 and 1, respectively.</p>
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<p>The calibration procedure for the parameters <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>B</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msubsup> <mo>,</mo> <mo> </mo> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>G</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msubsup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>K</mi> </mrow> <mrow> <mi>G</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msubsup> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>d</mi> <mi>e</mi> <mi>n</mi> <mi>s</mi> </mrow> </msub> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>m</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msub> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>n</mi> </mrow> <mrow> <mi>e</mi> </mrow> </msub> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>n</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> <mo> </mo> <mi>a</mi> <mi>n</mi> <mi>d</mi> <mo> </mo> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>p</mi> <mi>o</mi> <mi>s</mi> <mi>t</mi> </mrow> </msub> </mrow> </semantics></math>.</p>
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<p>The stress state in the p′-q plane for the set of tests performed.</p>
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<p>The results of tests CTX 1, CTX 2, and CTX 3 for silty soil (ML). (<b>a</b>) Excess pore pressure ratio versus number of cycles. (<b>b</b>) Axial strain versus number of cycles.</p>
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<p>The results of tests CTX 4, CTX 5, and CTX 6 for sand (SM). (<b>a</b>) Excess pore pressure ratio versus number of cycles. (<b>b</b>) Axial strain versus number of cycles.</p>
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<p>Cyclic stress ratio versus number of cycles (<b>a</b>) for ML and (<b>b</b>) for SM.</p>
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24 pages, 1518 KiB  
Article
CSR and Sustainable Environmental Performance: An Exploration of Mediating and Moderating Factors
by Md. Abu Issa Gazi, Md. Motaher Hossain, Shanta Islam, Abdullah Al Masud, Mohammad Bin Amin, Abdul Rahman bin S Senathirajah and Masuk Abdullah
Sustainability 2024, 16(19), 8499; https://doi.org/10.3390/su16198499 - 29 Sep 2024
Cited by 1 | Viewed by 1448
Abstract
Taking into consideration the moderating role of perceived organizational support within the framework of the natural resource-based view (RBV) theory, the purpose of this study is to investigate the connection between corporate social responsibility (CSR) and sustainable environmental performance. Specifically, this study focuses [...] Read more.
Taking into consideration the moderating role of perceived organizational support within the framework of the natural resource-based view (RBV) theory, the purpose of this study is to investigate the connection between corporate social responsibility (CSR) and sustainable environmental performance. Specifically, this study focuses on the roles that green capability and green transformational leadership play as mediators in this relationship. Through the use of a survey questionnaire, information was collected from 420 employees working for small- and medium-sized enterprises (SMEs) in Bangladesh. The data were analyzed with the help of AMOS and SPSS. The findings indicate that the level of CSR has a significant impact on the performance of sustainable environmental practices. To a large extent, green capability and green transformational leadership serve as mediators in the relationship between CSR and sustainable environmental performance. Furthermore, perceived organizational support plays a significant role in moderating the relationship between CSR and sustainable environmental performance. The relationship between green transformational leadership and sustainable environmental performance is also significantly moderated by perceived organizational support. This is a significant contributor to the connection. This multidimensional corporate social responsibility model can be used to assess sustainable environmental performance in both industrialized and developing countries, and it can also be extended to other service sectors, according to the theoretical conclusion that can be drawn from the research. This research demonstrates that there is a direct connection between corporate social responsibility and sustainable environmental performance. As a result, practitioners are able to develop strategies that are effective in terms of corporate social responsibility. These findings should be taken into consideration by policymakers and managers who are dedicated to promoting equitable development of the country. Full article
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<p>Conceptual framework.</p>
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<p>Measurement model.</p>
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<p>Structural equation model.</p>
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<p>Mediation analysis.</p>
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<p>Moderation results.</p>
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16 pages, 3863 KiB  
Article
Study on Pore Water Pressure Model of EICP-Solidified Sand under Cyclic Loading
by Gang Li, Yu Li, Xueqing Hua, Jia Liu, Shasha Yang and Yao Zhang
Materials 2024, 17(19), 4800; https://doi.org/10.3390/ma17194800 - 29 Sep 2024
Viewed by 416
Abstract
Under traffic load, earthquake load, and wave load, saturated sand foundation is prone to liquefaction, and foundation reinforcement is the key measure to improve its stability and liquefaction resistance. Traditional foundation treatment methods have many problems, such as high cost, long construction period, [...] Read more.
Under traffic load, earthquake load, and wave load, saturated sand foundation is prone to liquefaction, and foundation reinforcement is the key measure to improve its stability and liquefaction resistance. Traditional foundation treatment methods have many problems, such as high cost, long construction period, and environmental pollution. As a new solidification method, enzyme-induced calcium carbonate precipitation (EICP) technology has the advantages of economy, environmental protection, and durability. Through a triaxial consolidated undrained shear test under cyclic loading, the impacts of confining pressure (σ3), cementation number (Pc), cyclic stress ratio (CSR), initial dry density (ρd), and vibration frequency (f) on the development law of pore water pressure of EICP-solidified sand are analyzed and then a pore water pressure model suitable for EICP-solidified sand is established. The result shows that as σ3 and CSR increase, the rise rate of pore water pressure of solidified sand gradually accelerates, and with a lower vibration number required for liquefaction, the anti-liquefaction ability of solidified sand gradually weakens. However, as Pc, ρd, and f rise, the increase rate of pore water pressure of solidified sand gradually lowers, the vibration number required for liquefaction increases correspondingly, and its liquefaction resistance gradually increases. The test results are highly consistent with the predictive results, which show that the three-parameter unified pore water pressure model is suitable for describing the development law of A-type and B-type pore water pressure of EICP-solidified sand at the same time. The study results provide essential reference value and scientific significance in guidance for preventing sand foundations from liquefying. Full article
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<p>Particle grade curve.</p>
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<p>Specimen preparation flow chart: (<b>a</b>) specimen mold; (<b>b</b>) inject the sand; (<b>c</b>) sand specimen; (<b>d</b>) enzyme extraction; (<b>e</b>) standing specimen a certain time; (<b>f</b>) test specimens.</p>
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<p>Influence of <span class="html-italic">σ</span><sub>3</sub> on pore water pressure of EICP-solidified specimen: (<b>a</b>) <span class="html-italic">CSR</span> = 0.25; (<b>b</b>) <span class="html-italic">CSR</span> = 0.30; (<b>c</b>) <span class="html-italic">CSR</span> = 0.35.</p>
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<p>Effect of <span class="html-italic">P</span><sub>c</sub> on pore water pressure of EICP-solidified specimen: (<b>a</b>) <span class="html-italic">CSR</span> = 0.25; (<b>b</b>) <span class="html-italic">CSR</span> = 0.30; (<b>c</b>) <span class="html-italic">CSR</span> = 0.35.</p>
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<p>Effect of <span class="html-italic">CSR</span> on pore water pressure of EICP-solidified specimen: (<b>a</b>) <span class="html-italic">P</span><sub>c</sub> = 2; (<b>b</b>) <span class="html-italic">P</span><sub>c</sub> = 4; (<b>c</b>) <span class="html-italic">P</span><sub>c</sub> = 6.</p>
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<p>Effect of <span class="html-italic">ρ</span><sub>d</sub> on pore water pressure of EICP-solidified specimen<b>:</b> (<b>a</b>) <span class="html-italic">CSR</span> = 0.25; (<b>b</b>) <span class="html-italic">CSR</span> = 0.30; (<b>c</b>) <span class="html-italic">CSR</span> = 0.35.</p>
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<p>Influence of <span class="html-italic">f</span> on pore water pressure of EICP-solidified specimen: (<b>a</b>) <span class="html-italic">CSR</span> = 0.25; (<b>b</b>) <span class="html-italic">CSR</span> = 0.30; (<b>c</b>) <span class="html-italic">CSR</span> = 0.35.</p>
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<p>Development pattern of pore water pressure of EICP-solidified specimen: (<b>a</b>) <span class="html-italic">P</span><sub>c</sub> = 2; (<b>b</b>) <span class="html-italic">P</span><sub>c</sub> = 4; (<b>c</b>) <span class="html-italic">P</span><sub>c</sub> = 6.</p>
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<p>Comparison between pore pressure test and model prediction results: (<b>a</b>) <span class="html-italic">P</span><sub>c</sub> = 2; (<b>b</b>) <span class="html-italic">P</span><sub>c</sub> = 4; (<b>c</b>) <span class="html-italic">P</span><sub>c</sub> = 6.</p>
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<p>Comparison between prediction and test results of newly built pore water pressure model.</p>
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13 pages, 238 KiB  
Article
Technological Advancements and Organizational Discrimination: The Dual Impact of Industry 5.0 on Migrant Workers
by Erhan Aydin, Mushfiqur Rahman, Cagri Bulut and Roberto Biloslavo
Adm. Sci. 2024, 14(10), 240; https://doi.org/10.3390/admsci14100240 - 29 Sep 2024
Viewed by 645
Abstract
This study explores the impact of Industry 5.0 on discriminatory behaviors toward migrant employees within organizations. Through semi-structured qualitative interviews with 15 migrant workers in the UK, this research identifies key challenges faced by migrant employees amidst the integration of advanced technologies like [...] Read more.
This study explores the impact of Industry 5.0 on discriminatory behaviors toward migrant employees within organizations. Through semi-structured qualitative interviews with 15 migrant workers in the UK, this research identifies key challenges faced by migrant employees amidst the integration of advanced technologies like AI and robotics in HRM systems. Thematic analysis reveals that while Industry 5.0 has the potential to mitigate human biases, it can also perpetuate existing prejudices if not managed effectively. This study highlights two main themes: the experiences of discrimination and challenges in the context of Industry 5.0, and the role of technology in HRM systems. The findings indicate that automated HR systems can both reduce and increase biases, highlighting the importance of inclusive practices and targeted support programs to help migrant workers adapt to a technologically advanced labor market. This research contributes to the literature by providing insights into the duality of technological advancements in reducing and reinforcing workplace discrimination. Full article
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