Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (1): 139-150.doi: 10.16285/j.rsm.2021.0821
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHENG Yan-ni1, 2, ZHANG Qiang3, ZHANG Sheng1, 2, JIA Chao-jun1, LEI Ming-feng1
CLC Number:
[1] | CAO Shuo, YU Yong, WANG Bo, . Viscoelasto-viscoplastic solutions for circular tunnel based on D-P yield criterion and Nishihara model [J]. Rock and Soil Mechanics, 2021, 42(7): 1925-1932. |
[2] | SUN Rui, YANG Jun-sheng, LI Yu-zhe, YANG Feng, LIU Shou-hua. Lower bound finite element limit analysis method based on generalized Hoek-Brown yield criterion [J]. Rock and Soil Mechanics, 2021, 42(6): 1733-1742. |
[3] | LI Yi-cheng, FENG Shi-jin, . Dynamic response of a track coupled with a transversely isotropic ground due to train axle loads [J]. Rock and Soil Mechanics, 2021, 42(5): 1313-1324. |
[4] | CHEN Meng, CUI Xiu-wen, YAN Xin, WANG Hao, WANG Er-lei, . Prediction model for compressive strength of rock-steel fiber reinforced concrete composite layer [J]. Rock and Soil Mechanics, 2021, 42(3): 638-646. |
[5] | ZHANG Chang-guang, GAO Ben-xian, LI Tian-bin, SHAN Ye-peng, . An elastic-plastic solution for frost heaving force of cold region tunnels considering transversely isotropic frost heave and displacement release [J]. Rock and Soil Mechanics, 2021, 42(11): 2967-2976. |
[6] | ZHANG Wen-gang, WANG Qi, CHEN Fu-yong, CHEN Long-long, WANG Lu-qi, WANG Lin, ZHANG Yan-mei, WANG Yu-qi, ZHU Xing, . Reliability analysis of slope and random response of anti-sliding pile considering spatial variability of rock mass properties [J]. Rock and Soil Mechanics, 2021, 42(11): 3157-3168. |
[7] | MENG Qing-bin, WANG Jie, HAN Li-jun, SUN Wen, QIAO Wei-guo, WANG Gang, . Physical and mechanical properties and constitutive model of very weakly cemented rock [J]. Rock and Soil Mechanics, 2020, 41(S1): 19-29. |
[8] | LI Lie-lie, GUAN Jun-feng, XIAO Ming-li, LIU Hai-chao, TANG Ke-dong, . A creep constitutive model for transversely isotropic rocks [J]. Rock and Soil Mechanics, 2020, 41(9): 2922-2930. |
[9] | 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. |
[10] | JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A strain-softening model of rock based on Hoek-Brown criterion [J]. Rock and Soil Mechanics, 2020, 41(3): 939-951. |
[11] | YUAN Wei, LIU Shang-ge, NIE Qing-ke, WANG Wei, . An approach for determining the critical thickness of the karst cave roof at the bottom of socketed pile based on punch failure mode [J]. Rock and Soil Mechanics, 2019, 40(7): 2789-2798. |
[12] | 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. |
[13] | REN Jin-lan, CHEN Xi, WANG Dong-yong, LÜ Yan-nan. Instantaneous linearization strength reduction technique for generalized Hoek-Brown criterion [J]. Rock and Soil Mechanics, 2019, 40(12): 4865-4872. |
[14] | WU Shun-chuan, ZHANG Min, ZHANG Shi-huai, JIANG Ri-hua, . Study on determination method of equivalent Mohr-Coulomb strength parameters of a modified Hoek-Brown failure criterion [J]. Rock and Soil Mechanics, 2019, 40(11): 4165-4177. |
[15] | BA Zhen-ning, ZHOU Xu, LIANG Jian-wen, . Scattering of plane qP-qSV waves by a convex topography based on the transversely isotropic medium [J]. Rock and Soil Mechanics, 2019, 40(1): 379-387. |
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