›› 2007, Vol. 28 ›› Issue (2): 219-223.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Cheng-hua1, QUE Yun2, LI Xin-po1, 3, ZHANG Xiao-gang1
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] | ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840. |
[3] | 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. |
[4] | WEI Shao-wei, SUI Yan-yang, YANG Jian-min, . Model tests on anti-sliding mechanism of circular and rectangular cross section anti-sliding piles [J]. Rock and Soil Mechanics, 2019, 40(3): 951-961. |
[5] | 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. |
[6] | LEI Da, JIANG Guan-lu, SUN Sheng-jie, QI Zhi-hui, LI An-hong, . Study of bridge foundation on slope reinforced by anti-slide piles on shaking table [J]. Rock and Soil Mechanics, 2019, 40(1): 127-134. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | LI Yang, SHE Cheng-xue, ZHU Huan-chun, . Simulation and verification of particle flow of vibration rolling compaction of field rockfill [J]. Rock and Soil Mechanics, 2018, 39(S2): 432-442. |
[12] | 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. |
[13] | 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. |
[14] | LI Xuan, SUN De-an, ZHANG Jun-ran,. Effect of suction history on dynamic deformation characteristics of unsaturated silt [J]. , 2018, 39(8): 2829-2836. |
[15] | 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. |
|