Soil-water coupled elasto-plastic analysis on bearing capacity of naturally deposited clay soil

T. Noda, S. Yamada

研究成果: Conference contribution

抄録

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.

本文言語English
ホスト出版物のタイトルProceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
ホスト出版物のサブタイトルGeotechnology in Harmony with the Global Environment
ページ933-937
ページ数5
出版ステータスPublished - 2005 12月 1
外部発表はい
イベント16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005 - Osaka, Japan
継続期間: 2005 9月 122005 9月 16

出版物シリーズ

名前Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment
2

Conference

Conference16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005
国/地域Japan
CityOsaka
Period05/9/1205/9/16

ASJC Scopus subject areas

  • 土壌科学
  • 地盤工学および土木地質学

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