›› 2008, Vol. 29 ›› Issue (11): 3124-3127.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Measure model -Ⅰ crack stress intensity factor of rock-mass via laser holographic interferometry

HU Xiu-hong1, WU Fa-quan1, LIU Hai-yan2   

  1. 1. Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China; 2. College of Geosciences and technology, Shandong University of Science and Technology, Qingdao 266510, China
  • Received:2007-03-22 Online:2008-11-10 Published:2013-08-07

Abstract: The model?Ⅰcrack stress intensity factor KⅠ is an important property of rock mass. Before obtaining KⅠ, we should figure the crack geometric impact factor out. According to “modified Feddersen” formula, we argue experimental model and engineering rock mass could share the same . Based on the double exposing holographic interferometry theory, the equations of crack tip stress field, the photoelastic stress-lit law on plane, the standard processing method, a technical line, which could be used to measure model-Ⅰcrack stress intensity factor KⅠof rock mass, is thought out. The method has some special advantages, such as higher precision and more clearly interference fringes.

Key words: holographic interferometry, stress intensity factor, geometric impact factor, engineering rock mass

CLC Number: 

  • TB 877
  • 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] YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua, . Study of contact cracks based on improved numerical manifold method [J]. Rock and Soil Mechanics, 2019, 40(5): 2016-2021.
[2] WANG Deng-ke, SUN Liu-tao, WEI Jian-ping, . Microstructure evolution and fracturing mechanism of coal under thermal shock [J]. Rock and Soil Mechanics, 2019, 40(2): 529-538.
[3] YANG Shi-kou, REN Xu-hua, ZHANG Ji-xun,. Study on hydraulic fracture of gravity dam using the numerical manifold method [J]. , 2018, 39(8): 3055-3060.
[4] LI Qing, YU Qiang, XU Wen-long, WAN Ming-hua, ZHANG Zheng, Lü Chen, WANG Han-jun,. Experimental research on determination of dynamic stress intensity factor of type-Ⅰ crack using strain gage method [J]. , 2018, 39(4): 1211-1218.
[5] LUO Xian-qi, ZHENG An-xing,. Application of extended finite element method in modelling fracture of rock mass [J]. , 2018, 39(2): 728-734.
[6] SONG Yi-min, XING Tong-zhen, LÜ Xiang-feng, ZHAO Ze-xin, DENG Lin-lin, . Fracture characteristics of granite with mode-I pre-crack at different loading rates [J]. Rock and Soil Mechanics, 2018, 39(12): 4369-4375.
[7] YANG Shi-kou, REN Xu-hua, ZHANG Ji-xun,. Application of enriched numerical manifold method to hydraulic fracture [J]. , 2018, 39(10): 3875-3881.
[8] YANG Ren-shu, SU Hong, GONG Yue, CHEN Cheng,. Study on the regularity of asymmetric Y-shaped cracks propagation under blast loading [J]. , 2017, 38(8): 2175-2181.
[9] LI Nian-bin, DONG Shi-ming, HUA Wen. Analysis of the effect of crack face contact on stress intensity factors for a centrally cracked Brazilian disk [J]. , 2017, 38(8): 2395-2401.
[10] LIU Hong-yan, LI Jun-feng. A method for calculating damage variable of rock mass with non-persistent joints [J]. , 2016, 37(S1): 95-100.
[11] LIU Hong-yan, XING Chuang-feng, ZHANG Li-min, . A biaxial compression damage constitutive model for rock mass with non-persistent joints [J]. , 2016, 37(9): 2610-2616.
[12] YANG Ren-shu, XU Peng, YUE Zhong-wen, CHEN Cheng , . Laboratory study of interaction between a circular hole defect and mode I moving crack [J]. , 2016, 37(6): 1597-1602.
[13] WANG Ping , FENG Tao , ZHU Yong-jian , YU Wei-jian , . Experimental study and numerical simulation of anchoring mechanism of anchored rocklike material with prefabricated fracture [J]. , 2016, 37(3): 793-801.
[14] YUE Zhong-wen, GUO Yang, WANG Xu, YANG Hui-bin, HAN Tu-xian. Influence of empty hole shape on directional fracture controlled blasting of rock [J]. , 2016, 37(2): 376-382.
[15] ZHANG Feng-da , SHEN Bao-hong , KANG Yong-hua,. Water inrush failure mechanism of mining floor under unloading effect [J]. , 2016, 37(2): 431-438.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CUI Hao-dong, ZHU Yue-ming. Back analysis of seepage field of Ertan high arch dam foundation[J]. , 2009, 30(10): 3194 -3199 .
[2] YANG Zi-you, GU Jin-cai, YANG Ben-shui, CHEN An-min, XU Jing-mao. Numerical analysis of reinforcement effects and response to dynamic loads characteristics of rock bolts[J]. , 2009, 30(9): 2805 -2809 .
[3] ZHAO Hong-bao, YIN Guang-zhi, LI Xiao-shuang. Experimental study of characteristics of tensile burned gritstone[J]. , 2010, 31(4): 1143 -1146 .
[4] HE Si-ming, WU Yong, LI Xin-po. Research on mechanism of uplift rock-socketed piles[J]. , 2009, 30(2): 333 -337 .
[5] CHEN Zhi-qiang, ZHANG Yong-xing, ZHOU Jian-ying. Experimental study of deep tunnel surrounding rock rockburst proneness with similarity material simulating method based on digital speckle correlation technique[J]. , 2011, 32(S1): 141 -148 .
[6] DU Wen-qi, WANG Gang. Statistical analysis of earthquake-induced sliding displacements of earth structures[J]. , 2011, 32(S1): 520 -0525 .
[7] XU Zhen-hao , LI Shu-cai , LI Li-ping , HOU Jian-gang , SUI Bin , SHI Shao-shuai. Risk assessment of water or mud inrush of karst tunnels based on analytic hierarchy process[J]. , 2011, 32(6): 1757 -1766 .
[8] WEI Hou-zhen, YAN Rong-tao, CHEN Pan, TIAN Hui-hui, WU Er-lin, WEI Chang-fu. Deformation and failure behavior of carbon dioxide hydrate-bearing sands with different hydrate contents under triaxial shear tests[J]. , 2011, 32(S2): 198 -203 .
[9] ZHANG Le-wen , ZHANG De-yong , QIU Dao-hong. Application of radial basis function neural network to geostress field back analysis[J]. , 2012, 33(3): 799 -804 .
[10] LI Shun-qun ,GAO Ling-xia ,CHAI Shou-xi. Significance and interaction of factors on mechanical properties of frozen soil[J]. , 2012, 33(4): 1173 -1177 .