Experimental study and predictive analysis of shear strength characteristics of gassy sand in Hangzhou metro project
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Experimental study and predictive analysis of shear strength characteristics of gassy sand in Hangzhou metro project
Vol. 29, Issue S1, (2008)
作者机构:
中国科学院武汉岩土力学研究所 岩土力学与工程国家重点试验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU432
Online First:15 April 2016,
Published:2008
稿件说明:
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WANG Yong, TIAN Hu-nan, KONG Ling-wei, et al. Experimental study and predictive analysis of shear strength characteristics of gassy sand in Hangzhou metro project[J]. 2008, 29(S1).
DOI:
WANG Yong, TIAN Hu-nan, KONG Ling-wei, et al. Experimental study and predictive analysis of shear strength characteristics of gassy sand in Hangzhou metro project[J]. 2008, 29(S1).DOI:
Experimental study and predictive analysis of shear strength characteristics of gassy sand in Hangzhou metro project
the span of saturated degree and matric suction of the gassy sand in Hangzhou metro(MTR) project are analyzed. The shear strength characteristics within the span of matric suction of the gassy sand are determined by GDS unsaturated triaxial system
and the shear strength index of the unsaturated gassy sand is obtained. The results show that the shear strength increases with the increase of matric suction of the gassy sand; and the influence on the shear strength is significant when the moisture content is greater than residual moisture content. The contribution of matric suction to the shear strength is not obvious when the moisture content is less than residual moisture content. The values from shear strength test and from predictive formula are compared and analyzed. Results show that the shear strength formula can be used to describe the strength characteristics of Hangzhou MTR gassy sand reasonably.