TY - GEN
T1 - Soil-water coupled elasto-plastic analysis on bearing capacity of naturally deposited clay soil
AU - Noda, T.
AU - Yamada, S.
PY - 2005/12/1
Y1 - 2005/12/1
N2 - To investigate a problem of bearing capacity of a natural clay, a soil-water coupled finite deformation analysis is performed with the elasto-plastic constitutive model that describes the effect of the decay of soil skeleton structure due to plastic deformation. From the computational results the findings are as follows: (1) In a structured clay soil, a load peak phenomenon appears, accompanied by a local circular slip field. (2) In a clay soil possessing anisotropy, this area of failure is more confined, and the peak is lower.
AB - To investigate a problem of bearing capacity of a natural clay, a soil-water coupled finite deformation analysis is performed with the elasto-plastic constitutive model that describes the effect of the decay of soil skeleton structure due to plastic deformation. From the computational results the findings are as follows: (1) In a structured clay soil, a load peak phenomenon appears, accompanied by a local circular slip field. (2) In a clay soil possessing anisotropy, this area of failure is more confined, and the peak is lower.
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M3 - Conference contribution
AN - SCOPUS:84868602110
SN - 9059660285
SN - 9789059660281
T3 - Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment
SP - 933
EP - 937
BT - Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
T2 - 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005
Y2 - 12 September 2005 through 16 September 2005
ER -