True Triaxial Undrained Shear Tests of a Clay Sample

›› 2014, Vol. 28 ›› Issue (4): 132-134.

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True Triaxial Undrained Shear Tests of a Clay Sample

HU Shuzhi1, YANG Xueqiang1, ZHANG Xintao2

（1.Guangdong University of Technology, Guangzhou 510006；2.China Construction Installation Engineering Co., Ltd., Beijing 100007）

Received:2013-09-18 Online:2014-08-20 Published:2014-08-27

Abstract

Abstract: A series of true triaxial shear tests of Guangzhou structured natural silty clayey samples are tested with consolidated undrained shear with an equivalent stress ratio. A new parameter, called equivalent strain ratio, b , is introduced in this paper, in order to characterize the mechanical properties of this structured silty clayey samples under similar conditions.

Key words: Structural Silty Clayey Soils, True Triaxial Shear Devices, Shear Tests, Equivalent Strain Ratio

HU Shuzhi1, YANG Xueqiang1, ZHANG Xintao2. True Triaxial Undrained Shear Tests of a Clay Sample[J]. , 2014, 28(4): 132-134.

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True Triaxial Undrained Shear Tests of a Clay Sample

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