Bao et al., 2012 - Google Patents
Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numericalsimulationBao 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 …
- 230000000694 effects 0 title abstract description 28
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
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 |