Volume 16 Issue S1
Nov.  2011
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MENG Jing, GAO Yanbin, YUAN Junyun. 2008: STUDY ON THE EFFECTIVE ANGLE OF INTERNAL FRICTION OF REMOLDED CLAY IN SHANGHAI. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 677-680.
Citation: MENG Jing, GAO Yanbin, YUAN Junyun. 2008: STUDY ON THE EFFECTIVE ANGLE OF INTERNAL FRICTION OF REMOLDED CLAY IN SHANGHAI. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 677-680.

STUDY ON THE EFFECTIVE ANGLE OF INTERNAL FRICTION OF REMOLDED CLAY IN SHANGHAI

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  • Publish Date: 2008-12-25
  • n this paper, based on the laboratory test, analyzed the relationship between the shear strength and plastic index of remolded clay in Shanghai. And also analyzed the relationship between the shear strength and the depth of soil layer .The results indicate that the shear strength and plastic index of the remolded clay has little linear correlation. And with the depth of soil increasing, the angle of internal friction decreases gradually.
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  • [1] 胡世华,王侠民.上海地区粘性土有效内摩擦角与塑性指数关系[J].大坝观测与土工测试,1997, 21 (2):39~40.
    [2] 卢肇钧, 曾昭群.对粘性土内摩擦角的探讨 .见:中国土木土程学会第六届土力学及基础工程学术会议论文选集 .上海:同济大学出版社, 1991.
    [3] 卢肇钧.粘性土抗剪强度研究的现状与展望[J].土木工程学报,1999, 32 (4):3~9.
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