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Apr 26, 2012
Study on the Strength Mechanism of Coarse-Grained Soil Influenced by Clay Content Based on Laboratory Test
Authors: Hong-gui Wang [email protected], Lin-rong Xu, Jie-jin Chen, and Da-wei LvAuthor Affiliations
Publication: Recent Advancement in Soil Behavior, in Situ Test Methods, Pile Foundations, and Tunneling: Selected Papers from the 2009 GeoHunan International Conference
Abstract
Featured by its high strength and good water stability, coarse-grained soil can be mixed with clay and used as fine-property filler in embankment construction. However, the mixing ratio is usually difficult to determine. If the coarse-grained soil content is excessively high, the embankment is prone to crack or damage because of cohesion deficiency. On the contrary, if the coarse-grained soil content is too low, its high strength can not be utilized effectively, which may result in strength deficiency and excessive settlement. Based on field survey and laboratory test results, this paper has made deep analysis on the strength mechanism of glacial sediment coarse-grained soil, and the reasonable mixing ratio of coarse-grained soil and clay soil has been discussed.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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School of Civil Engineering & Architecture, Central South University, Changsha, Hunan 410075, China. E-mail: [email protected]
Lin-rong Xu
School of Civil Engineering & Architecture, Central South University, Changsha, Hunan 410075, China
Jie-jin Chen
School of Civil Engineering & Architecture, Central South University, Changsha, Hunan 410075, China
Da-wei Lv
School of Civil Engineering & Architecture, Central South University, Changsha, Hunan 410075, China
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