›› 2016, Vol. 37 ›› Issue (3): 616-624.doi: 10.16285/j.rsm.2016.03.002
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Jun-hao1, 2, CHEN Zheng-han1, 2, ZHAO Na3, MIAO Qiang-qiang1, 2, YAO Zhi-hua4, QIN Bing5
CLC Number:
TU 411
[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] | 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. |
[4] | LI Jian-peng, GAO Ling, MU Huan-sheng. Dilatancy characteristics of sandstone and its function of dilatancy angle under high confining pressure and unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(6): 2119-2126. |
[5] | 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. |
[6] | GU Jian-xiao, YANG Jun-yan, WANG Yong, LÜ Hai-bo, . Simulation of carbonate sand with triaxial tests data based on modified model of South water double yield surface [J]. Rock and Soil Mechanics, 2019, 40(12): 4597-4606. |
[7] | 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. |
[8] | WANG Zhen, YE Xiao-ming, LIU Yong-xin,. Improved Janbu slices method considering progressive destruction in landslide [J]. , 2018, 39(2): 675-682. |
[9] | ZHANG Wen-quan, YUAN Jiu-dang, WANG Zhong-chang, ZHU Ji-ming,. An experimental study on compressive shear seepage laws of mining-induced fractured rock mass [J]. , 2017, 38(9): 2473-2479. |
[10] | YANG Gui, XU Jian-bao, SUN Xin, TANG Chen-jing, . Experimental study of influence of particle shape on strength and deformation for artificial rockfill materials [J]. , 2017, 38(11): 3113-3118. |
[11] | YANG Guang-hua, HUANG Zhi-xing, JIANG Yan, ZHANG Yu-cheng, . Double controlling method for determining bearing capacity of foundation soils [J]. , 2016, 37(S2): 232-242. |
[12] | HAN Long-qiang, WU Shun-chuan, LI Zhi-peng, . Study of non-proportional strength reduction method based on Hoek-Brown failure criterion [J]. , 2016, 37(S2): 690-696. |
[13] | JIANG Huan , WANG Shui-lin , WANG Wan-jun,. A numerical method for analyzing problems of a spherical cavity in strain-softening rock mass [J]. , 2016, 37(S2): 697-705. |
[14] | XUE Hai-bin , DANG Fa-ning , YIN Xiao-tao , LEI Man , YANG Chao,. Progressive failure characteristics of slopes considering strain-softening behavior of geotechnical materials and dynamics [J]. , 2016, 37(8): 2238-2246. |
[15] | SHEN Hua-zhang, WANG Shui-lin, GUO Ming-wei, GE Xiu-run. A preliminary study of the progressive failure and stability of slope with strain-softening behaviour [J]. , 2016, 37(1): 175-184. |
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