Study of failure mechanisms of rock under compressive-shear loading using real-time laser holography

被引:32
作者
Cai, Meifeng [1 ]
Liu, Dongmei [2 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Environm Engn, Beijing 100083, Peoples R China
[2] Zhejiang Sci Tech Univ, Coll Civil Engn & Architecture, Hangzhou 310018, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Real-time laser holographic interferometry; Real-time observation; Whole process of rock deformation and failure; Meso-micro-fracturing mechanism of rock; Compressive-shear loading; FRACTURE; STRESS; PROPAGATION; MICROCRACKS; GROWTH;
D O I
10.1016/j.ijrmms.2008.03.010
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Failure of rock is quite commonly induced by compressive and shear coupling loading. The knowledge of the mechanism and process of deformation and failure of rock under compressive-shear loading condition is an important basis for the study of stability of rock engineering. Based on the principles of laser holographic interferometry, an experimental system with high precision has been established. Through the experiment, the real-time laser holographic interferential fringes under compressive-shear loading are simultaneously observed and recorded. The active fringes can visually display the distribution, mode, moving path and dynamic evolution of deformation and cracking in rock. On the basis of interpretation and quantitative analysis of the active fringes, the whole process of deformation and failure of rock, including time-spatial evolution law of initiating, propagating, growing and closing of cracks in rock, is quantitatively described. From the experimental results, some conclusions on the mechanism and characters of deformation and failure of rock under compressive-shear loading condition are drawn out. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:59 / 68
页数:10
相关论文
共 36 条
[1]   MICROCRACK CLOSURE IN ROCKS UNDER STRESS - DIRECT OBSERVATION [J].
BATZLE, ML ;
SIMMONS, G ;
SIEGFRIED, RW .
JOURNAL OF GEOPHYSICAL RESEARCH, 1980, 85 (NB12) :7072-7090
[2]  
Bieniawski Z.T., 1967, INT J ROCK MECH MIN, V4, P395, DOI DOI 10.1016/0148-9062(67)90030-7
[3]  
Bieniawski ZT., 1967, INT J ROCK MECH MIN, V4, P407, DOI [10.1016/0148-9062(67)90030-7, DOI 10.1016/0148-9062(67)90030-7, 10.1016/0148-9062(67)90031-9, DOI 10.1016/0148-9062(67)90031-9]
[4]   DILATANCY IN FRACTURE OF CRYSTALLINE ROCKS [J].
BRACE, WF ;
PAULDING, BW ;
SCHOLZ, C .
JOURNAL OF GEOPHYSICAL RESEARCH, 1966, 71 (16) :3939-&
[5]   INTERPRETATION OF HOLOGRAPHIC INTERFEROGRAMS [J].
BRIERS, JD .
OPTICAL AND QUANTUM ELECTRONICS, 1976, 8 (06) :469-501
[6]  
BRITAN AS, 2002, Patent No. 2188390
[7]  
Cai M., 2013, Rock mechanics and engineering
[8]  
CHENGYOUNG W, 1990, INT J ROCK MECH SCI, V27, P65
[9]   APPLICATIONS OF HOLOGRAPHY TO FRACTURE MECHANICS [J].
DUDDERAR, TD .
EXPERIMENTAL MECHANICS, 1969, 9 (06) :281-&
[10]  
Ennos A. E., 1968, Laser Focus, V4, P58