Experimental study of expansion model of expansive soil considering state water content and density
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Experimental study of expansion model of expansive soil considering state water content and density
Vol. 32, Issue S1, (2011)
作者机构:
1. 长江科学院 土工研究所,武汉,430010
2. 长江科学院 水利部岩土力学与工程重点实验室,武汉,430010
3. 中国地质大学(武汉) 研究生院,武汉,430074
作者简介:
基金信息:
DOI:
CLC:TU431
Online First:16 May 2011,
Published:2011
稿件说明:
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HUANG Bin, RAO Xi-bao, WANG Zhang-qiong, et al. Experimental study of expansion model of expansive soil considering state water content and density[J]. 2011, 32(S1).
DOI:
HUANG Bin, RAO Xi-bao, WANG Zhang-qiong, et al. Experimental study of expansion model of expansive soil considering state water content and density[J]. 2011, 32(S1).DOI:
Experimental study of expansion model of expansive soil considering state water content and density
cover load and expansion rate have been studied through expansion experiments at the state of K0 stress for Handan strong expansive soil. Then a constitutive model of expansive soil which considered the effects of these three factors is set up. The relationship between ultimate water content
compactness
initial water content and cover load is also set up. Finally
a constitutive equation for linear expansion coefficient of Handan strong expansive soil is proposed. It takes compactness
initial water content
cover load and ultimate water content as variables. With this constitutive equation
constitutive relation of any water content can be obtained. The experiments and expression of this model are relatively simple and of certain practical use. This model can provide theoretical basis and reference for design and construction.