Study of numerical model for triaxial compression test on clay under different consolidation conditions
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Study of numerical model for triaxial compression test on clay under different consolidation conditions
Vol. 30, Issue 11, (2009)
作者机构:
1. 黄石理工学院 土木建筑工程学院,湖北,黄石,435003
2. 华中科技大学 土木工程与力学学院,武汉,430074
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:07 January 2010,
Published:2009
稿件说明:
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CHENG Tao, YAN Ke-qin, WANG Jing-tao. Study of numerical model for triaxial compression test on clay under different consolidation conditions[J]. 2009, 30(11).
DOI:
CHENG Tao, YAN Ke-qin, WANG Jing-tao. Study of numerical model for triaxial compression test on clay under different consolidation conditions[J]. 2009, 30(11).DOI:
Study of numerical model for triaxial compression test on clay under different consolidation conditions