Effect of drying environment on engineering properties of an expansive soil and its microstructure

被引:24
|
作者
Kong, Ling-wei [1 ]
Wang, Min [2 ]
Guo, Ai-guo [1 ]
Wang, Yong [1 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Rockfield Software Ltd, Swansea SA1 8AS, W Glam, Wales
基金
中国国家自然科学基金;
关键词
Expansive soils; Drying environment; Shrinkage; Strength; Pore size distribution; Triaxial test; BEHAVIOR; CLAYS;
D O I
10.1007/s11629-017-4430-z
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper investigates the effect of drying environment, i.e. temperature and relative humidity, on the engineering properties and microscopic pore size distribution of an expansive soil. The shrinkage tests under different drying temperatures and relative humidity are carried out in a constant climate chamber. Then, the undisturbed samples, prepared in different drying environment, are used for the triaxial tests and mercury intrusion tests. It is found that the drying environment has noticeable influence on the engineering properties of expansive soils and it can be characterized by the drying rate. The linear shrinkage and strength increase with the decrease of the drying rate. The non-uniform deformation tends to happen in the high drying rate, which subsequently furthers the development of cracks. In addition, during the drying process, the variation of pores mainly focuses on the inter-aggregate pores and inter-particle pores. The lower drying rate leads to larger variation of pore size distribution.
引用
收藏
页码:1194 / 1201
页数:8
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