›› 2004, Vol. 25 ›› Issue (7): 1089-1092.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
JI Da-xue1, YANG Qing1, 2, LUAN Mao-tian1, 2
CLC Number:
[1] | LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924. |
[2] | 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. |
[3] | LIU Fang-cheng, WU Meng-tao, YANG Jun, . Experimental study of strength characteristics of geogrid reinforced rubber sand mixtures [J]. Rock and Soil Mechanics, 2019, 40(2): 580-591. |
[4] | LI Lin, LI Jing-pei, SUN De-an, GONG Wei-bing , . Nonlinear load-settlement analysis of pile groups considering pile installation effects [J]. Rock and Soil Mechanics, 2019, 40(2): 668-677. |
[5] | LIU Su-jin, GUO Ming-wei, LI Chun-guang, . Determination of main sliding direction for three-dimensional slope [J]. Rock and Soil Mechanics, 2018, 39(S2): 37-44. |
[6] | CHENG Hua, PENG Shi-long, RONG Chuan-xin, Sun Ze-hui, . Numerical simulation and engineering application of grouting reinforcement for surrounding rocks of chamber in deep of 1 000 m by L-shaped boreholes [J]. Rock and Soil Mechanics, 2018, 39(S2): 274-284. |
[7] | DAI Zhong-hai, HU Zai-qiang, YIN Xiao-tao, WU Zhen-jun,. Deformation stability analysis of gentle reverse inclined layer-like rock slope under engineering load [J]. , 2018, 39(S1): 412-418. |
[8] | ZHANG Yu-fang, YUAN Kun,. Experimental study and application of anchor performance of a new type anchor cable with double anchor [J]. , 2018, 39(S1): 461-468. |
[9] | CHEN Fu-quan, LAI Feng-wen, LI Da-yong. State of the art in research of geosynthetic-reinforced embankment overlying voids [J]. , 2018, 39(9): 3362-3376. |
[10] | XU Peng, JIANG Guan-lu, QIU Jun-jie, LIN Zhan-zhan, WANG Zhi-meng,. Limit analysis on yield acceleration and failure model of reinforced soil retaining walls using two-wedge method [J]. , 2018, 39(8): 2765-2770. |
[11] | 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. |
[12] | ZHOU Fen, LIANG Qiang, DU Yun-xing. Influences of single unbonded prestressed steel bar on mechanical properties of reinforced body [J]. , 2018, 39(7): 2442-2450. |
[13] | GUO Chong-yang, LI Dian-qing, CAO Zi-jun, GAO Guo-hui, TANG Xiao-song. Efficient reliability sensitivity analysis for slope stability in spatially variable soils [J]. , 2018, 39(6): 2203-2210. |
[14] | ZHU Shun-ran, XU Chao, DING Jin-hua,. Laminated shear test of geotextile-sand interface [J]. , 2018, 39(5): 1775-1780. |
[15] | LI Wei, XU Qiang, WU Li-zhou, LI Si-qi, . Influence of seepage forms of confined water on translational landslide [J]. , 2018, 39(4): 1401-1410. |