Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (5): 1643-1652.doi: 10.16285/j.rsm.2019.0386
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Yu-ke1, 2, 3, WAN Yong-shuai1, 2, 3, FANG Hong-yuan1, 2, 3, ZENG Chang-nü4, SHI Ming-sheng1, 2, 3, WU Di5
CLC Number:
[1] | HUANG Zhi-gang, ZUO Qing-jun, WU Li, CHEN Fu-bang, HU Sheng-song, ZHU Sheng, . Nonlinear softening mechanism of argillaceous slate under water-rock interaction [J]. Rock and Soil Mechanics, 2020, 41(9): 2931-2942. |
[2] | ZHU Jian-feng, XU Ri-qing, LUO Zhan-you, PAN Bin-jie, RAO Chun-yi, . A nonlinear constitutive model for soft clay stabilized by magnesia cement considering the effect of solidified agent content [J]. Rock and Soil Mechanics, 2020, 41(7): 2224-2232. |
[3] | 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. |
[4] | 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. |
[5] | ZHANG Shan-kai, LENG Xian-lun, SHENG Qian, . Study of water swelling and softening characteristics of expansive rock [J]. Rock and Soil Mechanics, 2020, 41(2): 561-570. |
[6] | LI Fan-fan, CHEN Wei-zhong, LEI Jiang, YU Hong-dan, MA Yong-shang, . Study of mechanical properties of claystone based on plastic damage [J]. Rock and Soil Mechanics, 2020, 41(1): 132-140. |
[7] | 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. |
[8] | ZHOU Cui-ying, HUANG Si-yu, LIU Zhen, LU Yi-qi, . The interface process and its dynamic model of red-bed soft rock softening [J]. Rock and Soil Mechanics, 2019, 40(8): 3189-3196. |
[9] | JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246. |
[10] | XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846. |
[11] | WANG Feng-yun, QIAN De-ling, . Dilatancy analysis for a circular tunnel excavated in rock mass based on unified strength theory [J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976. |
[12] | WANG Teng, WU Rui. Study of vertical penetration resistance of seabed pipelines in cohesive soil [J]. Rock and Soil Mechanics, 2019, 40(3): 871-878. |
[13] | LU Yong, ZHOU Guo-qing , YANG Dong-ying, SONG Jia-qing, . Explicit calculation of sand unified model combining shear dilatancy softening and shear shrinkage hardening [J]. Rock and Soil Mechanics, 2019, 40(3): 978-986. |
[14] | 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. |
[15] | TANG Hong-xiang, WEI Wen-cheng. Finite element analysis of slope stability by coupling of strength anisotropy and strain softening of soil [J]. Rock and Soil Mechanics, 2019, 40(10): 4092-4100. |