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Study on Expansion and Deformation Characteristics of Expansive Soil in Yunnan Province

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Abstract:

Swelling tests of remolded expansive soil with water immersing are carried out by use of the simple consolidometers. The swelling characteristics of the expansive soil under the different initial conditions are studied. The Dose Response model is used to fit the rules of swelling time interval for expansive soil with water immersing. The quantitative relationship among the swelling and initial overburden pressure, initial water content and initial dry density is attained by use of the three dimensional regression analyses. The important index obtained could be provided to the engineering design, construction and stability evaluation of expansive soil slopes.

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Info:

Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

37-40

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.37

Citation:

Cite this paper

Online since:

October 2012

Authors:

Ying Xin Zhou, Chuan Tang, Ming Zhang, Rui Qiang Yue, Yong Ma, Hong Yang, Shao Lin Fang, Zhong Lin Tang, Wen Jiang Jiang, Dan Dan Li

Keywords:

Deformation, Expansive Characteristics, Expansive Soil

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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