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Chinese Academy of Sciences Institutional Repositories Grid
Generalized crack damage stress thresholds of hard rocks under true triaxial compression

文献类型:期刊论文

作者Gao, Yaohui1,3; Feng, Xia-Ting2,3; Zhang, Xiwei2; Zhou, Yangyi2; Zhang, Yan2
刊名ACTA GEOTECHNICA
出版日期2020-03-01
卷号15期号:3页码:565-580
ISSN号1861-1125
关键词Crack damage stress thresholds Deformation Hard rocks True triaxial compression test Volumetric strain curves
DOI10.1007/s11440-019-00900-z
英文摘要The rock failure process can be characterized by several distinct stress thresholds: the crack closure stress sigma(cc), crack initiation stress sigma(ci), crack damage stress sigma(cd) and peak stress sigma(p). Seventy-one true triaxial compression tests were conducted to investigate the crack damage stress sigma(cd), which is the stress at the onset of unstable crack development and dilation. Two empirical models are developed to predict the crack damage stress sigma(cd) using the intermediate principal stress sigma(2) and the minimum principal stress sigma(3). In addition, the proposed models are validated by ten results derived from the German Continental Deep Drilling Program (KTB) deep hole amphibolite. A comparison with other failure criteria also indicates the accuracy and simplicity of the proposed models. The proposed composite models show that the crack damage stress sigma(cd) gradually increases with increasing intermediate principal stress sigma(2) and minimum principal stress sigma(3). The physical meanings and ranges of six material parameters are analyzed and explained. Both the influence of the tangent Young's modulus E and strain characteristics on the crack damage stress sigma(cd) and the inhomogeneity of the tested specimens are discussed in this paper.
资助项目Key Research Program of Frontier Sciences, CAS[QYZDJ-SSW-DQC016] ; 111 Project[B17009] ; National Natural Science Foundation of China[51621006] ; Chinese Scholarship Council[(2018)3101]
WOS研究方向Engineering
语种英语
出版者SPRINGER HEIDELBERG
WOS记录号WOS:000525442700002
源URL[http://119.78.100.198/handle/2S6PX9GI/23899]  
专题中科院武汉岩土力学所
通讯作者Feng, Xia-Ting
作者单位1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
2.Northeastern Univ, Key Lab, Minist Educ Safe Min Deep Met Mines, Shenyang 110819, Peoples R China
3.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Gao, Yaohui,Feng, Xia-Ting,Zhang, Xiwei,et al. Generalized crack damage stress thresholds of hard rocks under true triaxial compression[J]. ACTA GEOTECHNICA,2020,15(3):565-580.
APA Gao, Yaohui,Feng, Xia-Ting,Zhang, Xiwei,Zhou, Yangyi,&Zhang, Yan.(2020).Generalized crack damage stress thresholds of hard rocks under true triaxial compression.ACTA GEOTECHNICA,15(3),565-580.
MLA Gao, Yaohui,et al."Generalized crack damage stress thresholds of hard rocks under true triaxial compression".ACTA GEOTECHNICA 15.3(2020):565-580.

入库方式: OAI收割

来源:武汉岩土力学研究所

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