›› 2016, Vol. 37 ›› Issue (12): 3576-3582.doi: 10.16285/j.rsm.2016.12.029
• Geotechnical Engineering • Previous Articles Next Articles
YANG Shi-kou, REN Xu-hua, ZHANG Ji-xun
CLC Number:
TU 45
[1] | 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. |
[2] | WU Qiong, WANG Xiao-han, TANG Hui-ming, LIU Chao-yuan, JIANG Yao-fei, XU Yan-jun, . Shear property and water-induced deterioration of discontinuities between different types of rocks in Badong formation [J]. Rock and Soil Mechanics, 2019, 40(5): 1881-1889. |
[3] | GE Yun-feng, ZHONG Peng, TANG Hui-ming, ZHAO Bin-bin, WANG Liang-qing, XIA Ding, QIU Ya-shi, LI Peng-fei, ZHANG Li, WEN Lian, CAO Tian-ci, . Intelligent measurement on geometric information of rock discontinuities based on borehole image [J]. Rock and Soil Mechanics, 2019, 40(11): 4467-4476. |
[4] | SONG Lei-bo, JIANG Quan, LI Yuan-hui, YANG Chen-xiang, ZHONG Shan, ZHANG Mei-zhu,. Stability of statistical parameters of discontinuities morphology and anisotropy based on different sampling intervals [J]. , 2017, 38(4): 1121-1132. |
[5] | SONG Lei-bo1, JIANG Quan, LI Yuan-hui, YANG Cheng-xiang, RAN Shu-guang, WANG Bai-lin, LIU Ting,. Description of discontinuities morphology based on shear behavior [J]. , 2017, 38(2): 525-533. |
[6] | WANG Chang-shuo, WANG Liang-qing, GE Yun-feng, LIANG Ye, SUN Zi-hao, DONG Man-man, ZHANG Nan. A nonlinear method for determining two-dimensional joint roughness coefficient based on statistical parameters [J]. , 2017, 38(2): 565-573. |
[7] | GE Yun-feng, CHEN Yong, WANG Liang-qing, HUO Shao-lei, . Estimation of 3D joint matching coefficient of rock discontinuities using point cloud data alignment technology [J]. , 2017, 38(11): 3385-3393. |
[8] | HAN Zeng-qiang , WANG Chuan-ying , SHI Hua-tang , DING Gang , HU Sheng , WANG Yi-teng,. Discussion on mathematical description method of discontinuities in underground rock based on spatial coordinate system [J]. , 2016, 37(S2): 410-414. |
[9] | YANG Shi-kou, REN Xu-hua, ZHANG Ji-xun. Study on cutting of 3D complex blocks with finite discontinuities [J]. , 2016, 37(8): 2206-2212. |
[10] | SONG Sheng-yuan,WANG Qing,CHEN Jian-ping,LI Yan-yan,SHI Ming-yuan. A method for multivariate parameter dominant partitioning of discontinuities of rock masses [J]. , 2015, 36(7): 2041-2048. |
[11] | SONG Teng-jiao,CHEN Jian-ping,ZHANG Wen,XIANG Liang-jun,YANG Jun-hui. A method for multivariate parameter dominant partitioning of discontinuities of rock mass based on artificial bee colony algorithm [J]. , 2015, 36(3): 861-868. |
[12] | XU Li-ming,CHEN Jian-ping,WANG Qing. Study of method for multivariate parameter dominant partitioning of discontinuities of rock mass [J]. , 2013, 34(1): 189-195. |
[13] | YONG Rui,TANG Hui-ming,HU Xin-li,LI Chang-dong,HUANG Lei. Applicability study of linear fitting method of shear strength parameters of rock mass discontinuities [J]. , 2012, 33(S2): 118-124. |
[14] | XI Ren-shuang, CHEN Cong-xin, XIAO Guo-feng, HUANG Ping-lu. Study of influence of discontinuities on rock movement and surface deformation in eastern area of Chengchao iron mine [J]. , 2011, 32(S2): 532-538. |
[15] | XU Lei, REN Qing-wen. A new constitutive model for rock discontinuities [J]. , 2011, 32(S1): 217-224. |
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