›› 2015, Vol. 36 ›› Issue (S1): 159-168.doi: 10.16285/j.rsm.2015.S1.027
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DING Jin-hua1, CHEN Ren-peng2, TONG Jun1, GONG Bi-wei1
CLC Number:
[1] | DENG Peng-hai, LIU Quan-sheng, HUANG Xing, . Progressive fracture and swelling deformation of tunnel floor: a new floor heave mechanism [J]. Rock and Soil Mechanics, 2023, 44(5): 1512-1529. |
[2] | ZHU Tao, YIN Xiang, WANG Cheng-tang, MIN Hong, WANG Hao, CHEN Yu, HE Jun-lin, . Deformation evolution law and formation mechanism of landslide in north stope of Taihe mine, Xichang [J]. Rock and Soil Mechanics, 2022, 43(S2): 392-400. |
[3] | BAO Han, CHEN Zhi-yang, LAN Heng-xing, PEI Run-sheng, WU Fa-quan, YAN Chang-gen, TAO Yue, . Progressive failure strength characteristics of anisotropic rocks caused by mineral directional arrangement: a case of biotite quartz schist [J]. Rock and Soil Mechanics, 2022, 43(8): 2060-2070. |
[4] | LU Ying-fa, HU Peng, ZHONG Yao, ZHANG Yu-fang, JIANG Jun-jie, . Control design based on progressive failure characteristics of slope: taking Budaiying slope in Shiyan city, Hubei province as an example [J]. Rock and Soil Mechanics, 2022, 43(8): 2277-2286. |
[5] | HOU Xiao-ping, FAN Heng-hui. Study on rainfall infiltration characteristics of unsaturated fractured soil based on COMSOL Multiphysics [J]. Rock and Soil Mechanics, 2022, 43(2): 563-572. |
[6] | LI Qiang, JIA Sen, LI Xin, WU Bi-ze, SHANG Yan-liang, DONG Jun, . An improved Green-Ampt model considering unsaturated infiltration zone [J]. Rock and Soil Mechanics, 2022, 43(12): 3484-3492. |
[7] | 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. |
[8] | XUE Yang, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, LIAO Kang, ZHANG Long-fei. Seepage and deformation analysis of Baishuihe landslide considering spatial variability of saturated hydraulic conductivity under reservoir water level fluctuation [J]. Rock and Soil Mechanics, 2020, 41(5): 1709-1720. |
[9] | 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. |
[10] | 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. |
[11] | ZHOU Hui, SONG Ming, ZHANG Chuan-qing, LU Jing-jing, LIU Zhen-jiang, SHI Lin-ken, . Effect of confining pressure on mechanical properties of horizontal layered composite rock [J]. Rock and Soil Mechanics, 2019, 40(2): 465-473. |
[12] | 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. |
[13] | YANG He-ping, TANG Xian-yuan, WANG Xing-zheng, XIAO Jie, NI Xiao,. Shear strength of expansive soils under wet-dry cycles with loading [J]. , 2018, 39(7): 2311-2317. |
[14] | YANG Li-ping. Analysis of progressive failure of a loess landslide [J]. , 2018, 39(7): 2591-2598. |
[15] | ZHANG Chen-yang, ZHANG Ming, ZHANG Tai-li, SUN Qiang, YANG Long,. Impact of dyke and its residual soil on seepage and stability of Zhonglin landslide [J]. , 2018, 39(7): 2617-2625. |