[go: up one dir, main page]

Bao et al., 2012 - Google Patents

Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numericalsimulation

Bao et al., 2012

View HTML
Document ID
7018800323123544410
Author
Bao X
Morikawa Y
Kondo Y
Nakamura K
Zhang F
Publication year
Publication venue
Soils and Foundations

External Links

Snippet

In this paper, particular attention was paid to the seismic enhancement effect of group-pile foundation with partial ground improvement method that is used for existing pile foundations in practical engineering. A model test on a full system with a superstructure, a nine-pile …
Continue reading at www.sciencedirect.com (HTML) (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/08Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/08Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials

Similar Documents

Publication Publication Date Title
Bao et al. Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numericalsimulation
Dheerendra Babu et al. A critical review of construction, analysis and behaviour of stone columns
Abusharar et al. Finite element modeling of the consolidation behavior of multi-column supported road embankment
Bhowmik et al. A numerical and experimental study of hollow steel pile in layered soil subjected to lateral dynamic loading
Callisto et al. Soil–structure interaction for the seismic design of the Messina Strait Bridge
Yang et al. A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground
Xue et al. Instability of a geogrid reinforced soil wall on thick soft Shanghai clay with prefabricated vertical drains: a case study
Sahoo et al. Shaking table tests to evaluate the seismic performance of soil nailing stabilized embankments
Hamayoon et al. 3D dynamic finite element analyses and 1 g shaking table tests on seismic performance of existing group-pile foundation in partially improved grounds under dry condition
Qiu et al. Active earth pressure shielding in quay wall constructions: numerical modeling
Gu et al. Response of 1× 2 pile group under eccentric lateral loading
Kheradi et al. 1-g shaking table tests on seismic enhancement of existing box culvert with partial ground-improvement method and its 2D dynamic simulation
Pierson et al. Laterally loaded shaft group capacities and deflections behind an MSE wall
Li et al. Shaking table test and theoretical analysis of the pile–soil–structure interaction at a liquefiable site
Jalilian Mashhoud et al. A 1-g shaking table investigation on response of a micropile system to earthquake excitation
Enomoto et al. Seismic behaviour of reinforced embankments in dynamic centrifuge model tests
Banović et al. Performance of geotechnical seismic isolation using stone pebble-geogrid layer: Experimental investigation
Zhang et al. 3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading
Wang et al. Seismic behavior of arch bridge abutments under sandy-gravel foundations with different grouting depths: insights from shaking table tests
Wang et al. Soil pressure reduction by including geofoam: a numerical study
Tanchaisawat et al. 2D and 3D simulation of geogrid-reinforced geocomposite material embankment on soft Bangkok clay
Niroumand et al. Uplift response of symmetrical anchor plates in reinforced cohesionless soil
Ma et al. Seismic softening behavior of pile-raft foundation constructed in clayey soil site subjected to far field earthquake
Geng A Short Review on the Dynamic Characteristics of Geogrid‐Reinforced Soil Retaining Walls under Cyclic Loading
Sobhanmanesh et al. Numerical modeling of centrifuge test procedure for different embankment cases