›› 2005, Vol. 26 ›› Issue (8): 1227-1232.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

3D statistic analysis of geometrical properties of a rock joint

ZHOU Zhi-hua, DU Shou-ji   

  1. School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China
  • Received:2004-03-15 Online:2005-08-10 Published:2013-12-26

Abstract: Based on precise measurements of topography on artificial irregular rock joint by employing a laser scanning instrument, at first, the joint surface was visualized by using GIS technique. Then the distributions of the geometrical properties such as roughness, aperture and asperity height were analyzed according to the histogram and the characteristic number of frequency distribution. The results showed that the asperity height and the aperture of the rough surface in granite joint and sandstone joint approximate match the normal distribution; while the roughness slope of the rock joints approximate matches Γ- distribution. For different kinds of rock joints, the distribution of the geometrical properties is respectively similar to each other.

Key words: GIS, rock joint, geometrical properties, 3D statistical analysis, visualization

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] 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.
[2] YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404.
[3] HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997.
[4] ZHOU Hui, CHENG Guang-tan, ZHU Yong, ZHANG Chun-sheng, . Anisotropy of shear characteristics of rock joint based on 3D carving technique [J]. Rock and Soil Mechanics, 2019, 40(1): 118-126.
[5] CHEN Xi, ZENG Ya-wu, SUN Han-qing, REN Shu-lin, LIU Wei. A new peak shear strength model of rock joints [J]. Rock and Soil Mechanics, 2018, 39(S2): 123-130.
[6] ZHAI Ming-lei, GUO Bao-hua, LI Bing-yang, JIAO Feng,. Energy and deformation characteristics of rock joints under multi-stage shear loading-creep-unloading conditions [J]. , 2018, 39(8): 2865-2872.
[7] FEI Hong-lu, BAO Shi-jie, YANG Zhi-guang. Influence of oblique incidence of stress wave on rock joint ends [J]. , 2018, 39(7): 2327-2335.
[8] ZHANG Shi-chuan, GUO Wei-jia, XU Cui-cui, . Accelerated synergistic failure mechanism of defected rock mass and precursor information identification [J]. , 2018, 39(3): 889-898.
[9] LIU Zhen-ping, DU Gen-ming, CAI Jie, ZHOU Fan, LIU Jian, BIAN Kang,. Seamless coupling method of 3DGIS combined with 3DFEM simulation based on MeshPy [J]. , 2018, 39(10): 3841-3852.
[10] LI Jian-peng, NIE Qing-ke, LIU Quan-sheng, JIA Xiang-xin,. Logistic regression model for stability assessment of karst ground collapse of Tangshan city [J]. , 2017, 38(S2): 250-256.
[11] LIU Zhen-ping, LIU Jian, HE Yu-wei, HE Huai-jian, BIAN Kang,. Seamless coupling of 3D GIS techniques with FEM and its application to tunneling engineering [J]. , 2017, 38(3): 866-874.
[12] LIU Zhen-ping, YANG Bo, LIU Jian, HE Huai-jian,. Three-dimensional limit equilibrium method based on GRASS GIS and TIN sliding surface [J]. , 2017, 38(1): 221-228.
[13] LIU Yan , LIU Jun-yan , ZHENG Quan-ming , MA Gui-ning,. Model test study of synergistic effect of anchor composite soil nailing [J]. , 2016, 37(S1): 462-468.
[14] XU bo, XIE Mo-wen, HU Man,. SPH landslide model based on GIS spatial data [J]. , 2016, 37(9): 2696-2705.
[15] XIONG Zu-qiang ,JIANG Quan ,GONG Yan-hua ,SONG Lei-bo ,CUI Jie,. A method for preparing natural joints of rock mass based on 3D scanning and printing techniques and its experimental validation [J]. , 2015, 36(6): 1557-1565.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHU Zhen-de,SUN Lin-zhu,WANG Ming-yang. Damping ratio experiment and mesomechanical analysis of deformation failure mechanism on rock under different frequency cyclic loadings[J]. , 2010, 31(S1): 8 -12 .
[2] LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121 -126 .
[3] FANG Zhi-ming, LI Xiao-chun, LI Hong, CHEN Han-qiu. Feasibility study of gas mixture enhanced coalbed methane recovery technology[J]. , 2010, 31(10): 3223 -3229 .
[4] XIA Yuan-you, YE Hong, LIU Xiao-he, CHEN Jie. Analysis of shear stress along pressure-type anchorage cable in weathered rock mass[J]. , 2010, 31(12): 3861 -3866 .
[5] CHEN Xu-guang,ZHANG Qiang-yong. Mechanism analysis of phenomenon of zonal disintegration in deep tunnel model test under high geostress[J]. , 2011, 32(1): 84 -90 .
[6] ZHANG Cheng-ping,ZHANG Ding-li,LUO Jian-jun,WANG Meng-shu,WU Jie-pu. Remote monitoring system applied to the construction of metro station undercrossing existing metro tunnel[J]. , 2009, 30(6): 1861 -1866 .
[7] WANG Jun, CAO Ping, LI Jiang-teng, LIU Ye-ke. Analysis of stability of tunnel-slope with rheological medium under rainfall infiltration[J]. , 2009, 30(7): 2158 -2162 .
[8] HOU Wei2, JIA Yong-gang1,2, SONG Jing-tai3, MENG Xiang-mei4, SHAN Hong-xian1, 2. Factors influencing critical shear stress of silty sediment seabed in Yellow River delta[J]. , 2011, 32(S1): 376 -0381 .
[9] HUANG Fu,YANG Xiao-li,ZHAO Lian-heng,HUANG Kan. Upper bound solution of ultimate pullout capacity of strip plate anchor based on Hoek-Brown failure criterion[J]. , 2012, 33(1): 179 -184 .
[10] HE Si-ming , ZHANG Xiao-xi , WANG Dong-po . Study of computation methods of ultimate uplift capacity and determining position of failure surface of uplift piles in layered soil[J]. , 2012, 33(5): 1433 -1437 .