Creep behavior of water-containing bedded shale

被引:5
作者
Chen, Yu-long [1 ,2 ,3 ]
Hao, Xian-jie [3 ]
Teng, Jun-yang [4 ]
Wen, Zhi-jie [5 ]
机构
[1] State Key Lab Water Resource Protect & Utilizat Co, Beijing 100011, Peoples R China
[2] East China Univ Technol, Fundamental Sci Radioact Geol & Explorat Technol L, Nanchang 330013, Peoples R China
[3] China Univ Min & Technol, Sch Energy & Min Engn, Beijing 100083, Peoples R China
[4] Chongqing Univ, Coll Resources & Environm Sci, Chongqing 400030, Peoples R China
[5] Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control, Shangdong Prov & Minist Sci & Technol, Qingdao 266590, Peoples R China
基金
中国国家自然科学基金;
关键词
creep; water content; bedding; shale; SANDSTONE; STRENGTH; SOILS; SALT;
D O I
10.1007/s11771-023-5279-7
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
In this paper, the creep property of shales is examined from two viewpoints: one is bedding orientation and the other is the water content. To investigate these effects, uniaxial creep tests were carried out on water-containing bedded shales. The creep curves were continuously observed with different water contents and bedding orientations. The correlations of water content and bedding angle with the transient elastic modulus and transient creep rate were constructed. The effects of bedding angle and water content were incorporated into the creep parameters of Burgers creep model, and the microscopic mechanism of water effect was interpreted based on mineral compositions due to rock-water interaction. The results revealed that the shale with a higher bedding angle had a higher transient elastic modulus and a lower transient creep rate. A higher water content triggered a lower transient elastic modulus and a higher transient creep rate.
引用
收藏
页码:975 / 991
页数:17
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