Parametric study of smooth joint parameters on the mechanical behavior of transversely isotropic rocks and research on calibration method

被引:49
作者
Xia, Lei [1 ,2 ]
Zeng, Yawu [1 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
[2] Univ Minnesota Twin Cities, Dept Civil Environm & Geoengn, Minneapolis, MN USA
基金
中国国家自然科学基金;
关键词
Transversely isotropic rock; Discrete element method; Smooth joint; Calibration method; BONDED-PARTICLE MODEL; ANISOTROPY; FAILURE; SIMULATIONS; COMPRESSION; STRENGTH; TESTS; SHALE;
D O I
10.1016/j.compgeo.2018.01.012
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper aims to study the relationships between microscopic parameters of bedding planes and macroscopic characteristic of transversely isotropic rock using the bonded-particle discrete element models. The bedding planes were simulated by embedding smooth joint models within an area of certain thickness. A macro-microscopic parameters calibration method for transversely isotropic rocks was designed, which was able to adequately capture the essential anisotropic features of transversely isotropic rocks. Verification was conducted by taking Boryeong shale as an example to build the discrete element model and calibrate the parameters. The results were compared, demonstrating the accuracy and superiority of the calibration method.
引用
收藏
页码:1 / 7
页数:7
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