Thermal effects on yielding and wetting-induced collapse of recompacted and intact loess

被引:30
作者
Ng, C. W. W. [1 ]
Cheng, Q. [1 ]
Zhou, C. [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
temperature; yielding; wetting; collapse; recompacted and intact loess; VOLUME CHANGE BEHAVIOR; MECHANICAL-BEHAVIOR; UNSATURATED SOIL; STRAIN BEHAVIOR; SUCTION; MODEL; WATER; BENTONITE; OEDOMETER;
D O I
10.1139/cgj-2017-0332
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Yielding and wetting-induced collapse are two important interrelated aspects of unsaturated loess behaviour. Previous studies on loess were generally conducted under a single temperature condition. The principal objective of this study is to investigate thermal effects on yielding and wetting-induced collapse of recompacted and intact loess. Isotropic compression tests were carried out to determine yield stress at different suctions (0 and 100 kPa) and temperatures (5, 23, and 50 degrees C). Moreover, wetting tests were conducted at various temperatures and stresses. Results of the wetting tests were interpreted using the measured yield stress at various suctions and temperatures. It is found that yield stress decreases with decreasing suction (wetting-induced softening). The wetting-induced softening of recompacted loess is more significant at a higher temperature. The observed thermal effects on wetting-induced softening are likely because with decreasing suction, the stabilizing interparticle normal force decreases more at a higher temperature. In contrast, when the applied stress reaches the yield stress during wetting, yielding and plastic volumetric contraction can be observed. More importantly, wetting-induced contraction of recompacted loess at 50 degrees C is about three times of that at 5 degrees C. The larger contraction at 50 degrees C is mainly because the wetting-induced softening is larger at a higher temperature.
引用
收藏
页码:1095 / 1103
页数:9
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