›› 2007, Vol. 28 ›› Issue (S1): 225-230.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Discrimination of damage and fracture information in rock and soil based on image measurement

YIN Xiao-tao1, WANG Shui-lin1, DANG Fa-ning2, DING Wei-hua2, CHEN Hou-qun2, 3   

  1. 1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;2. Institute of Geotechnical Engineering, Xi?an University of Technology, Xi?an 710048, China; 3. China Institute of Water Resources and Hydropower Research, Beijing 100044, China
  • Received:2007-05-14 Online:2007-10-25 Published:2014-03-28

Abstract: Based on CT images and utilizing analysis of physical characteristic value and naked eye observational estimate respectively, the time of damage appeared in the rock or soil is estimated so as to prove the limits of simple observation by eye. Then, using contour method determines the location of damage and judges its extending direction. Through analyzing curve of maximum and minimum of CT number and loading within specimen, the subarea thresholds of non-damage part, damage part and fracture part are determined. Moreover, binary images of each part are obtained under these thresholds. Finally, shape, geometry and physical characteristic value of these binary images are measured quantitatively.

Key words: rock and soil material, images, CT, damage, fracture, binary images, quantification

CLC Number: 

  • TU 443
  • 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] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
[2] YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084.
[3] GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098.
[4] CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162.
[5] LU Jun-long, ZHANG Yin, . Experimental study of the seismic response of the assembled multi-ribbed wall structure-subsoil system in frequency domain [J]. Rock and Soil Mechanics, 2019, 40(6): 2163-2171.
[6] WANG Hai-jun, YU Shu-yang, REN Ran, TANG Lei, LI Xin-yun, JIA Yu, . Study on failure of brittle solids with circular hole and internal crack based on 3D-ILC [J]. Rock and Soil Mechanics, 2019, 40(6): 2200-2212.
[7] YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, WANG Yan-chao, . Effect of water and microstructure on wave velocity anisotropy of schist and its mechanism [J]. Rock and Soil Mechanics, 2019, 40(6): 2221-2230.
[8] CHENG Guan-chu, LING Dao-sheng, SUN Zu-feng, . Analysis of flow in clay using electrokinetics considering coupling driving forces [J]. Rock and Soil Mechanics, 2019, 40(6): 2247-2256.
[9] MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263.
[10] CHEN Jian-xu, SONG Wen-wu, . Non-limit active earth pressure for retaining wall under translational motion [J]. Rock and Soil Mechanics, 2019, 40(6): 2284-2292.
[11] HONG Ben-gen, LUO Si-hai, HU Shi-li, WANG Guan-shi, YAO Kang, . Influence of matric suction on shear strength of unsaturated ion-absorbed rare earth [J]. Rock and Soil Mechanics, 2019, 40(6): 2303-2310.
[12] WANG Jun-min, XIONG Yong-lin, YANG Qi-lai, SANG Qin-yang, HUANG Qiang. Study of the dynamic elastoplastic constitutive model for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2323-2331.
[13] YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS [J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340.
[14] YANG Jie, MA Chun-hui, CHENG Lin, LÜ Gao, LI Bin, . Research advances in the deformation of high-steep slopes and its influence on dam safety [J]. Rock and Soil Mechanics, 2019, 40(6): 2341-2353.
[15] WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] MI Hai-zhen, GAO Chun. Experimental study of expansive behaviors of quicklime[J]. , 2010, 31(4): 1253 -1256 .
[2] HE Xian-long, ZHAO Li-zhen. Analysis of shear wave velocity based on multiple cross-correlation functions[J]. , 2010, 31(8): 2541 -2545 .
[3] SUN Xi-ping, ZHANG Bao-hua, ZHANG Qiang, WANG Xiao-nan. Stability analysis of gravity quay when rubble bedding was eroded by water flow[J]. , 2010, 31(10): 3184 -3190 .
[4] XIAO Lin, YANG Cheng-kui, HU Zeng-hui, LI Xiao-zhao, LI Mo. Model test on temperature distribution in metro tunnel surrounding rock and inverse calculation of its thermal conductivity[J]. , 2010, 31(S2): 86 -91 .
[5] CHEN Jing-yu , GONG Xiao-nan, DENG Ya-hong. Research on dissipation of excess pore water pressure in one-dimensional finite strain consolidation of soft clays[J]. , 2009, 30(1): 191 -195 .
[6] ZHANG Chun-hui, ZHAO Quan-sheng. Early warning system of mining subsidence damage based on ARCGIS[J]. , 2009, 30(7): 2197 -2202 .
[7] SUN Jian , WANG Lian-guo , TANG Fu-rong , SHEN Yi-feng , GONG Shi-long. Microseismic monitoring failure characteristics of inclined coal seam floor[J]. , 2011, 32(5): 1589 -1595 .
[8] XU Zheng-ming, XUE Qiang, ZHAO Ying. Research on time effect of modified sludge composites by triaxial tests on mechanical properties[J]. , 2011, 32(6): 1713 -1718 .
[9] CUI Wei, SONG Hui-fang, ZHANG She-rong, YAN Shu-wang. Numerical simulation of craters produced by explosion in soil[J]. , 2011, 32(8): 2523 -2528 .
[10] ZHAO Lin , ZENG Xian-ming , LI Shi-min , LIN Da-lu , LU Wei-guo  . Comparative test study of blast-resistance performance of optimal composite anchorage structures and non-optimal composite anchorage structures[J]. , 2011, 32(S2): 76 -82 .