Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (12): 4767-4776.doi: 10.16285/j.rsm.2018.1885
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | LIU Yi-yang, SONG Xuan-min, ZHU De-fu, LI Zhu. Dynamic structural mechanical behavior and response characteristics of large key blocks [J]. Rock and Soil Mechanics, 2020, 41(3): 1019-1028. |
[4] | 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. |
[5] | NIE Xiu-peng, PANG Huan-ping, SUN Zhi-bin, XIE Song-mei, HOU Chao-qun. Upper bound analysis of seismic stability of 3D reinforced slopes [J]. Rock and Soil Mechanics, 2019, 40(9): 3483-3492. |
[6] | CHEN Jian-gong, LI Hui, HE Zi-yong, . Homogeneous soil slope stability analysis based on variational method [J]. Rock and Soil Mechanics, 2019, 40(8): 2931-2937. |
[7] | HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865. |
[8] | YANG Zong-ji, CAI Huan, LEI Xiao-qin, WANG Li-yong, DING Peng-peng, QIAO Jian-ping, . Experiment on hydro-mechanical behavior of unsaturated gravelly soil slope [J]. Rock and Soil Mechanics, 2019, 40(5): 1869-1880. |
[9] | 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. |
[10] | YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404. |
[11] | 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. |
[12] | QIN Yu-qiao, TANG Hua, FENG Zhen-yang, YIN Xiao-tao, WANG Dong-ying, . Slope stability evaluation by clustering analysis [J]. , 2018, 39(8): 2977-2983. |
[13] | YANG Li-ping. Analysis of progressive failure of a loess landslide [J]. , 2018, 39(7): 2591-2598. |
[14] | LI Qing-chuan, LI Shu-cai, WANG Han-peng, ZHANG Hong-jun,ZHANG Bing, ZHANG Yu-qiang,. Stability analysis and numerical experiment study of excavation face for tunnels overlaid by quicksand stratum [J]. , 2018, 39(7): 2681-2690. |
[15] | ZHANG Hai-tao, LUO Xian-qi, SHEN Hui, BI Jin-feng. Vector-sum-based slip surface stress method for analysing slip mass stability [J]. , 2018, 39(5): 1691-1698. |
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