›› 2017, Vol. 38 ›› Issue (12): 3532-3539.doi: 10.16285/j.rsm.2017.12.018
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
PENG Shuai1, ZHANG Xi-wei1, FENG Xia-ting1, CAI Ming1, 2
CLC Number:
TU 454
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[1] | WANG Chuang-ye, CHANG Xin-ke, LIU Yi-Lin, GUO Wen-bin, . Spectrum evolution characteristics of acoustic emission during the rupture process of marble under uniaxial compression condition [J]. Rock and Soil Mechanics, 2020, 41(S1): 51-62. |
[2] | 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. |
[3] | YANG Jing-xi, HUANG Shu-ling, LIU Zhong-xu. Study on the relationship between cross-hole sonic wave and single-hole sonic wave of rock mass at Jinping I hydropower station [J]. Rock and Soil Mechanics, 2020, 41(4): 1347-1356. |
[4] | FAN Yun-hui, ZHU Qi-zhi, NI Tao, ZHANG Kun, ZHANG Zhen-nan, . A brittle-ductile transition constitutive model based on discrete elastic tensors [J]. Rock and Soil Mechanics, 2019, 40(S1): 181-188. |
[5] | 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. |
[6] | LI Shi-jun, MA Chang-hui, LIU Ying-ming, HAN Yu-zhen, ZHANG Bin, ZHANG Ga, . Centrifuge model tests and numerical simulation on progressive failure behavior of slope above a mine-out area [J]. Rock and Soil Mechanics, 2019, 40(4): 1577-1583. |
[7] | CONG Yi, CONG Yu, ZHANG Li-ming, JIA Le-xin, WANG Zai-quan, . 3D particle flow simulation of loading-unloading failure process of marble [J]. Rock and Soil Mechanics, 2019, 40(3): 1179-1186. |
[8] | ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776. |
[9] | DONG Zhi-hong, DING Xiu-li, HUANG Shu-ling, WU Ai-qing, CHEN Sheng-hong, ZHOU Zhong, . Analysis of ageing-stress characteristics and long-term bearing risk of anchor cable for a large cavern in high geo-stress area [J]. Rock and Soil Mechanics, 2019, 40(1): 351-362. |
[10] | ZENG Yan-jin, RONG Guan, PENG Jun, SHA Song, . Experimental study of crack propagation of marble after high temperature cycling [J]. , 2018, 39(S1): 220-226. |
[11] | YANG Li-ping. Analysis of progressive failure of a loess landslide [J]. , 2018, 39(7): 2591-2598. |
[12] | ZHANG Jian-hai, WANG Ren-kun, ZHOU Zhong, ZHENG Lu, ZHANG Ru, XIE He-ping, . Pre-load factor of the pre-stressed anchor cable in underground powerhouse with high geo-stress [J]. , 2018, 39(3): 1002-1008. |
[13] | YANG Zhong-min, GAO Yong-tao, WU Shun-chuan, ZHOU Yu, . Physical model test on large deformation mechanism and key treatment techniques of tunnel [J]. Rock and Soil Mechanics, 2018, 39(12): 4482-4492. |
[14] | ZHANG Mei-zhu, JIANG Quan, WANG Xue-liang, FENG Xia-ting, ZHONG Shan, LIU Chang, . Triaxial compression test and strengthening mechanism analysis of cracked marble specimens with bolting-grouting reinforcement [J]. , 2018, 39(10): 3651-3660. |
[15] | ZHANG Chuang, TANG Jian-xin, TENG Jun-yang, LI Chen-lin .. Experimental study of influences of pore number and pore size on mechanical properties of marble [J]. , 2017, 38(S2): 41-50. |
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