An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression

被引:356
作者
Zhou, X. P. [1 ,2 ]
Cheng, H. [1 ,2 ]
Feng, Y. F. [1 ,2 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China
基金
中国国家自然科学基金;
关键词
Rock-like materials; Multiple pre-existing flaws; Mechanical behaviours; Crack initiation mode; Crack coalescence; FRACTURE COALESCENCE; BIAXIAL COMPRESSION; MARBLE;
D O I
10.1007/s00603-013-0511-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Experiments on man-made flawed rock-like materials are applied extensively to study the mechanical behaviour of rock masses as well as crack initiation modes and crack coalescence types. A large number of experiments on specimens containing two or three pre-existing flaws were previously conducted. In the present work, experiments on rock-like materials (formed from a mixture of sand, plaster, limestone and water at mass ratio of 126:9:9:16) containing multiple flaws subjected to uniaxial compression were conducted to further research the effects of the layout of pre-existing flaws on mechanical properties, crack initiation modes and crack coalescence types. Compared with previous experiments in which only three types of cracks were found, the present experiments on specimens containing multiple flaws under uniaxial compression revealed five types of cracks, including wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane tensile cracks and out-of-plane shear cracks. Ten types of crack coalescence occurred through linkage among wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane shear cracks and out-of-plane tensile cracks. Moreover, the effects of the non-overlapping length and flaw angle on the complete stress-strain curves, the stress of crack initiation, the peak strength, the peak strain and the elastic modulus were also investigated in detail.
引用
收藏
页码:1961 / 1986
页数:26
相关论文
共 15 条
[1]   Fracture coalescence in rock-type materials under uniaxial and biaxial compression [J].
Bobet, A ;
Einstein, HH .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1998, 35 (07) :863-888
[2]   Experimental research on pre-cracked marble under compression [J].
Li, YP ;
Chen, LZ ;
Wang, YH .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2005, 42 (9-10) :2505-2516
[3]   Crack initiation, propagation and coalescence from frictional flaws in uniaxial compression [J].
Park, C. H. ;
Bobet, A. .
ENGINEERING FRACTURE MECHANICS, 2010, 77 (14) :2727-2748
[4]   Crack coalescence in specimens with open and closed flaws: A comparison [J].
Park, C. H. ;
Bobet, A. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2009, 46 (05) :819-829
[5]   Coalescence of multiple flaws in a rock-model material in uniaxial compression [J].
Sagong, M ;
Bobet, A .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2002, 39 (02) :229-241
[6]   Crack growth under biaxial compression [J].
Sahouryeh, E ;
Dyskin, AV ;
Germanovich, LN .
ENGINEERING FRACTURE MECHANICS, 2002, 69 (18) :2187-2198
[7]   THE MECHANISM OF FRACTURE COALESCENCE IN COMPRESSION - EXPERIMENTAL-STUDY AND NUMERICAL-SIMULATION [J].
SHEN, B .
ENGINEERING FRACTURE MECHANICS, 1995, 51 (01) :73-85
[8]   COALESCENCE OF FRACTURES UNDER SHEAR STRESSES IN EXPERIMENTS [J].
SHEN, BT ;
STEPHANSSON, O ;
EINSTEIN, HH ;
GHAHREMAN, B .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1995, 100 (B4) :5975-5990
[9]  
Wong LNY, 2009, ROCK MECH ROCK ENG, V42, P475, DOI 10.1007/s00603-008-0002-4
[10]   Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression [J].
Wong, L. N. Y. ;
Einstein, H. H. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2009, 46 (02) :239-249