Criterion for residual strength and brittle-ductile transition of brittle rock under triaxial stress conditions

被引:24
作者
He, Mingming [1 ]
Zuo, Jianping [2 ]
Yuan, Zhuoya [3 ]
Ma, Xudong [3 ]
Zhang, Zhiqiang [1 ]
Ma, Chunchi [4 ]
机构
[1] Xian Univ Technol, State Key Lab Ecohydraul Northwest Arid Reg, Xian 710048, Peoples R China
[2] China Univ Min & Technol, State Key Lab Coal Resources & Safe Min, Beijing 100083, Peoples R China
[3] CCCC First Highway Consultants CO LTD, Xian 710000, Peoples R China
[4] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Prot, Chengdu, Peoples R China
来源
GEOENERGY SCIENCE AND ENGINEERING | 2024年 / 243卷
基金
中国国家自然科学基金;
关键词
Brittle-ductile transition; Friction; Residual stress; Brittle rocks; FRICTIONAL-VISCOUS FLOW; CATACLASTIC FLOW; FAULT ZONE; FAILURE; MODEL; DEFORMATION; FRACTURE; EARTHQUAKES; DILATANCY; EVOLUTION;
D O I
10.1016/j.geoen.2024.213340
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The critical condition with respect to the brittle-ductile transition (BDT) is of great significance in understanding the distinction between brittle and ductile behavior for rocks. In this paper, we develop the two criteria for the residual strength and BDT point of brittle rock based on linear elastic fracture mechanics. The effect of the microcrack friction and slip friction of brittle rock on the residual strength and BDT point is analysed. Two models are derived to predict the critical confining stress and critical compressive stress at the BDT point for brittle rock, and a new brittleness index is proposed. The reliability of models is validated by using a great number of test data from previous publications. The results show that the stress of the BDT point increases with increasing microscopic friction on the microcrack, and decreases with increasing macroscopic sliding friction. The critical confining stress and critical compressive stress at the BDT point are predicted, which is qualitatively consistent with laboratory tests. The results also show that the two criterion have the capability to predict the residual strength and BDT point, which has provided useful insights into the mechanics of brittle-ductile transition in brittle rocks.
引用
收藏
页数:12
相关论文
共 75 条
[1]   The Brittle-Ductile Transition Predicted by a Physics-Based Friction Law [J].
Aharonov, Einat ;
Scholz, Christopher H. .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2019, 124 (03) :2721-2737
[2]  
[Anonymous], 2013, P 47 US ROCK MECH GE
[3]  
Bates R.L. Jackson., 1987, GLOSSARY GEOLOGY, P788
[4]   A Micromechanics Based Constitutive Model for Brittle Failure at High Strain Rates [J].
Bhat, Harsha S. ;
Rosakis, Ares J. ;
Sammis, Charles G. .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2012, 79 (03)
[5]   Frictional-viscous flow of phyllosilicate-bearing fault rock: Microphysical model and implications for crustal strength profiles [J].
Bos, B ;
Spiers, CJ .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2002, 107 (B2)
[6]   DILATANCY IN FRACTURE OF CRYSTALLINE ROCKS [J].
BRACE, WF ;
PAULDING, BW ;
SCHOLZ, C .
JOURNAL OF GEOPHYSICAL RESEARCH, 1966, 71 (16) :3939-&
[7]   FRICTION OF ROCKS [J].
BYERLEE, J .
PURE AND APPLIED GEOPHYSICS, 1978, 116 (4-5) :615-626
[8]   BRITTLE-DUCTILE TRANSITION IN ROCKS [J].
BYERLEE, JD .
JOURNAL OF GEOPHYSICAL RESEARCH, 1968, 73 (14) :4741-+
[9]   FOLIATED CATACLASITES [J].
CHESTER, FM ;
FRIEDMAN, M ;
LOGAN, JM .
TECTONOPHYSICS, 1985, 111 (1-2) :139-146
[10]   Inelastic deformation and energy dissipation in ceramics: A mechanism-based constitutive model [J].
Deshpande, V. S. ;
Evans, A. G. .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2008, 56 (10) :3077-3100