Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (3): 939-951.doi: 10.16285/j.rsm.2019.0539
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang
CLC Number:
[1] | HUANG Na, JIANG Yu-jing, CHENG Yuan-fang, LIU Ri-cheng, . Experimental and numerical study of hydraulic properties of three-dimensional rough fracture networks based on 3D printing technology [J]. Rock and Soil Mechanics, 2021, 42(6): 1659-1668. |
[2] | QI Fei-fei, ZHANG Ke, XIE Jian-bin, . Fracturing mechanism of rock-like specimens with different joint densities based on DIC technology [J]. Rock and Soil Mechanics, 2021, 42(6): 1669-1680. |
[3] | WU Dong-yang, YU Li-yuan, SU Hai-jian, WU Jiang-yu, LIU Ri-cheng, ZHOU Jian. Experimental study and PFC3D simulation on crack propagation of fractured rock-like specimens with bolts under uniaxial compression [J]. Rock and Soil Mechanics, 2021, 42(6): 1681-1692. |
[4] | CHEN Xi, ZENG Ya-wu, . A new three-dimensional roughness metric based on Grasselli’s model [J]. Rock and Soil Mechanics, 2021, 42(3): 700-712. |
[5] | ZHANG Ke, QI Fei-fei, CHEN Yu-long, . Deformation and fracturing characteristics of fracture network model and influence of filling based on 3D printing and DIC technologies [J]. Rock and Soil Mechanics, 2020, 41(8): 2555-2563. |
[6] | GAO Wei, HU Cheng-jie, HE Tian-yang, CHEN Xin, ZHOU Cong, CUI Shuang, . Study on constitutive model of fractured rock mass based on statistical strength theory [J]. Rock and Soil Mechanics, 2020, 41(7): 2179-2188. |
[7] | HUANG Wei, XIAO Wei-min, TIAN Meng-ting, ZHANG Lin-hao, . Model test research on the mechanical properties of irregular columnar jointed rock masses [J]. Rock and Soil Mechanics, 2020, 41(7): 2349-2359. |
[8] | ZHANG Zhen, ZHANG Zhao, YE Guan-bao, WANG Meng, XIAO Yan, CHENG Yi, . Progressive failure mechanism of stiffened deep mixed column-supported embankment [J]. Rock and Soil Mechanics, 2020, 41(6): 2122-2131. |
[9] | MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Development and application of contact algorithms for rock shear fracture surface [J]. Rock and Soil Mechanics, 2020, 41(3): 1074-1085. |
[10] | ZHANG Yan-bo, SUN Lin, YAO Xu-long, LIANG Peng, TIAN Bao-zhu, LIU Xiang-xin, . Experimental study of time-frequency characteristics of acoustic emission key signals during granite fracture [J]. Rock and Soil Mechanics, 2020, 41(1): 157-165. |
[11] | ZHANG Chen-yang, CHEN Min, HU Ming-jian, WANG Xin-zhi, TANG Jian-jian, . Effect of fine particles content on shear strength of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(S1): 195-202. |
[12] | WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476. |
[13] | SEISUKE Okubo, TANG Yang, XU Jiang, PENG Shou-jian, CHEN Can-can, YAN Zhao-song, . Application of 3D-DIC system in rock mechanic test [J]. Rock and Soil Mechanics, 2019, 40(8): 3263-3273. |
[14] | MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685. |
[15] | MU Rui, PU Shao-yun, HUANG Zhi-hong, LI Yong-hui, ZHENG Pei-xin, LIU Yang, LIU Ze, ZHENG Hong-chao, . Determination of ultimate bearing capacity of uplift piles in combined soil and rock masses [J]. Rock and Soil Mechanics, 2019, 40(7): 2825-2837. |
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