›› 2005, Vol. 26 ›› Issue (6): 873-876.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

The influence of cracks on the propagation properties of elastic waves in quasi-isotropic cracked rock masses

WANG Hong-tu1, LI Xiao-hong1, YANG Chun-he2, HU Guo-zhong1, JIA Jiang-qing1, XUE Zhan-xin1   

  1. 1. Key Lab for the Exploitation of Southwestern Resources & the Environmental Hazard Control Engineering, Chongqing University, Chongqing 400044, China; 2. Wuhan Institute of Rock and Soil Mechanics, Wuhan 430071, China
  • Received:2005-03-08 Online:2005-06-10 Published:2013-12-17

Abstract: According to the characteristic of elastic waves propagation in medium and the application of elastic wave method in rock mass engineering, the paper has analyzed the characteristic of elastic waves propagation in cracked rock masses. It has put out the relationship of effective dynamic parameters of elasticity ( , , ) and crack density parameters, according to the principle of energy balance, rock rupture mechanics and Castiglano’s theorem, by looking the cracked mass with random cracks as quasi-isotropic cracked mass. On this basis, and through the theory of elastic wave propagation in isotropic medium, it has made out the relationship between the elastic wave velocity and crack density parameters. The theoretical research has shown that, in this kind of cracked rock masses, it will be nonlinear relationships between the effective dynamic parameters of elasticity and wave velocities and the crack density parameter; and with the increase of crack density parameter, the effective dynamic modulus of elasticity and the elastic wave velocities decrease; and at the same time, when the crack density parameter is very small, the effective dynamic modulus of elasticity and the elastic wave velocities change with the crack density parameter much more, which has explained the sensitivity of effective elastic parameters and elastic wave velocities to cracked rock masses.

Key words: quasi-isotropic cracked mass, wave velocities, effective dynamic parameter, crack density parameter

CLC Number: 

  • TU 459+.3
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] REN Song ,BAI Yue-ming ,JIANG De-yi ,YANG Chun-he ,CHEN Jie . Experimental research on acoustic emission property of salt rock under cyclic loading [J]. , 2012, 33(6): 1613-1618.
[2] ZHOU Xiao-ping,LIU Qing-yi. Research on chaotic characteristics of rock acoustic emission [J]. , 2010, 31(3): 815-820.
[3] CHEN Jian-gong,HU Jun-qiang,ZHANG Yong-xing. Identification of surrounding rock quality based on dynamic testing technology of integrated anchor [J]. , 2009, 30(6): 1799-1804.
[4] XU Jiang, TANG Xiao-jun, LI Shu-chun, YANG Hong-wei, TAO Yun-qi. Experimental research on acoustic emission rules of rock under cyclic loading [J]. , 2009, 30(5): 1241-1246.
[5] DONG Lian-cheng ,TAO Xia-xin ,SHI Li-jing ,LI Guang-ying . Inversion of shallow shear wave velocity profile of engineering site from recordings associated with microtremors array [J]. , 2008, 29(2): 553-556.
[6] XIA Hong-bing , XU Ying , ZONG Qi , FU Ju-gen . Observation study of fissure rock damage range under blasting load [J]. , 2007, 28(4): 795-798.
[7] PANG Huan-dong , JIANG Fu-xing , ZHANG Xing-min,. Study on acoustic emission of non-homogeneous material by image processing method [J]. , 2005, 26(5): 795-798.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[2] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[5] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[6] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[7] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[8] CHEN Bao-guo , SUN Jin-shan , ZHANG Lei. Study of stressing state and ground treatment of reinforced concrete arch culvert[J]. , 2011, 32(5): 1500 -1506 .
[9] WANG Guo-cui, YANG Min. Nonlinear analysis of laterally loaded piles in sand[J]. , 2011, 32(S2): 261 -267 .
[10] YUAN Jing-qiang , CHEN Wei-zhong , TAN Xian-jun , WANG Hui. Mesomechanical simulation of grouting in weak strata[J]. , 2011, 32(S2): 653 -659 .