›› 2006, Vol. 27 ›› Issue (11): 2050-2055.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YUAN Cong-hua1, WANG Rong-biao2, ZHOU Jian3, SHI Wei-zhong4
CLC Number:
[1] | WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442. |
[2] | 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. |
[3] | PEI Xiang-jun, ZHU Ling, CUI Sheng-hua, ZHANG Xiao-chao, LIANG Yu-fei, GAO Hui-hui, ZHANG Zi-dong. Liquefaction characteristics of interlayer dislocation zone of Daguangbao landslide and its start-up cause [J]. Rock and Soil Mechanics, 2019, 40(3): 1085-1096. |
[4] | ZHENG Guang-hui, XU Jin-yu, WANG Peng, FANG Xin-yu, WANG Pei-xi, WEN Ming, . Physical characteristics and degradation model of stratified sandstone under freeze-thaw cycling [J]. Rock and Soil Mechanics, 2019, 40(2): 632-641. |
[5] | LIU Yong, FENG Shuai, QIN Zhi-meng. Similarity evaluation method of landslide monitoring points based on motion-angle-difference [J]. Rock and Soil Mechanics, 2019, 40(1): 288-296. |
[6] | JING Lu, KWOK Chung-yee, ZHAO Tao, . Understanding dynamics of submarine landslide with coupled CFD-DEM [J]. Rock and Soil Mechanics, 2019, 40(1): 388-394. |
[7] | FAN Ning, NIAN Ting-kai, JIAO Hou-bin, ZHENG De-feng, . Effect and mechanism of disaster reduction of pipelines with double-elliptic streamline contour against impact of submarine landslides [J]. Rock and Soil Mechanics, 2019, 40(1): 413-420. |
[8] | MA Xian-chun, LUO Gang, DENG Jian-hui, SHANGGUAN Li, . Study of anchorage depth of anti-sliding piles for steep-sliding accumulation landslides [J]. Rock and Soil Mechanics, 2018, 39(S2): 157-168. |
[9] | ZHANG Zhi-guo, ZHANG Cheng-ping, MA Bing-bing, GONG Jian-fei, YE Tong. Physical model test and numerical simulation for anchor cable reinforcements of existing tunnel under action of landslide [J]. , 2018, 39(S1): 51-60. |
[10] | FAN Ning, NIAN Ting-kai, ZHAO Wei, LU Shuang, SONG Lei, YIN Ping,. Rheological test and strength model of submarine mud flow [J]. , 2018, 39(9): 3195-3202. |
[11] | ZHAO Jian-jun, YU Jian-le, XIE Ming-li, CHAI He-jun, LI Tao, BU Fan, LIN Bing,. Physical model studies on fill embankment slope deformation mechanism under rainfall condition [J]. , 2018, 39(8): 2933-2940. |
[12] | CHEN Bin, ZHOU Le-yi, ZHAO Yan-lin, WANG Zhi-chao, CHAO Dai-jie, JIA Gu-ning,. Relationship between microstructure and shear strength of weak interlayer of red sandstone under dry and wet cycles [J]. , 2018, 39(5): 1633-1642. |
[13] | MAO Jian-qiang, XU Jun, YANG Lei,. An improved method for stabilising pile by using m-method model to the whole pile [J]. , 2018, 39(4): 1197-1202. |
[14] | 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. |
[15] | WANG Ban-qiao, LI Nan, MEN Yu-ming, ZHANG Miao-zhi. Shaking table model test for framed anchors in landslide prevention [J]. , 2018, 39(3): 782-788. |