Review and prospect of the effects of freeze-thaw on soil geotechnical properties

被引：5
|
作者：
Zhang, Tong [1 ]
Li, HaiPeng [1 ]
Hu, ChenChen [1 ]
Zhen, XinYu [2 ]
Xu, ZhenHao [2 ]
Xue, Yang [2 ]
机构：
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min Sci & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
来源：
SCIENCES IN COLD AND ARID REGIONS | 2021年 / 13卷 / 05期
基金：
中国国家自然科学基金;
关键词：
freeze-thaw effects; soil physical and mechanical properties; deep clay; freezing shaft sinking; PORE-WATER PRESSURES; MECHANICAL-PROPERTIES; CYCLES; PERMEABILITY;
D O I：
10.3724/SP.J.1226.2021.21019
中图分类号：
P9 [自然地理学];
学科分类号：
0705 ; 070501 ;
摘要：
Freeze-thaw hazard is one of the main problems in cold regions engineering and artificial ground freezing engineering. To mitigate freeze-thaw hazards, it is essential to investigate the effects of freeze-thaw on soils engineering properties. This paper summarizes the effects of freeze-thaw on the physical and mechanical properties of soils reported in recent studies. The differences of freeze-thaw conditions between freezing shaft sinking and cold regions engineering are discussed. Based on the technological characteristics of freezing shaft sinking in deep alluvium, we further attempt to identify key research needs regarding the freeze-thaw effects on the engineering properties of deep soils.
引用
收藏
页码：349 / 356
页数：8
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