Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 36 Issue 10
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHOU Yue-feng, GONG Bi-wei, HU Bo, XU Kai. Evolution mode of retrogressive landslide[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1855-1862. DOI: 10.11779/CJGE201410013
Citation: ZHOU Yue-feng, GONG Bi-wei, HU Bo, XU Kai. Evolution mode of retrogressive landslide[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1855-1862. DOI: 10.11779/CJGE201410013
shu

Evolution mode of retrogressive landslide

  • 1. Key Laboratory of Geotechnical Mechanics and Engineering, Yangtze River Scientific Research Institute, Wuhan 430000, China;
    2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China;
    3. Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China

More Information
  • Received Date: December 17, 2013
  • Published Date: October 19, 2014
    Graphical Abstract
    • Abstract
  • For the region of Heifangtai Plateau, in Gansu Province of China, centrifugal model tests and two sets of stress-path tests are conducted to investigate the evolution mode and the mechanism of retrogressive landslides. In the centrifugal model tests, the rising of groundwater level is controlled by a designed facility. Digital cameras, pore-water pressure transducers, laser sensors and tracking points are adopted to record the variations in the pore-water pressure, deformation, slipping surfaces and cracks during the rising of groundwater level. In the stress-path tests, the dead-load tests with increasing pore-water pressure are performed to simulate the initiation of a landslide during the rising of groundwater level. Anisotropically consolidated and undrained tests are conducted to simulate the transferring process from local failure to global one in a landslide. Based on the above results, the findings are summarized as follows: the saturated loess fails under overburden pressure due to the rising of pore-water pressure. Under unloading conditions, the re-distribution of stresses leads to the development of local shearing band into the connected global failure surface gradually, while the slope appears in a retrogressive mode. The results are helpful in understanding the evolution mode and clarifying the mechanism of retrogressive landslides, and they may provide scientific support to the landslide treatment.
    • FullText(HTML)
    • References (16)
  • [1]
    DERBYSHIRE E, MENG X, DIJKSTRA A D. Landslides in the thick loess terrain of North-west China[M]. Chichester: John Wiley and Sons, 2000.
    [2]
    吴玮江, 王念秦. 甘肃滑坡灾害[M]. 兰州: 兰州大学出版社, 2006. (WU Wei-jiang, WANG Nian-qin. Landslide hazards in Gansu[M]. Lanzhou: Lanzhou University Press, 2006. (in Chinese))
    [3]
    许 领, 戴福初, 邝国麟, 等. 黑方台黄土滑坡类型与发育规律[J]. 山地学报, 2008, 26(3): 364-371. (XU Ling, DAI Fu-chu, KWONG A K L, et al. Types and characteristics of loess landslides at Heifangtai loess Plateau, China[J]. Journal of Mountain Science, 2008, 26(3): 364-371. (in Chinese))
    [4]
    李邵军, KNAPPETT J A, 冯夏庭. 库水位升降条件下边坡失稳离心模型试验研究[J]. 岩石力学与工程学报, 2008, 27(8): 1586-1593. (LI Shao-jun, KNAPPETT J A, FENG Xia-ting. Centrifugal test on slope instability influenced by rise and fall of reservoir water level[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(8): 1586-1593. (in Chinese))
    [5]
    贾官伟, 詹良通, 陈云敏. 水位骤降对边坡稳定性影响的模型试验研究[J]. 岩石力学与工程学报, 2009, 28(9): 1798-1803. (JIA Guan-wei, ZHAN Liang-tong, CHEN Yun-min. Model test study of slope instability induced by rapid drawdown of water level[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(9): 1798-1803. (in Chinese))
    [6]
    陈晓平, 黄井武, 吴宏伟, 等. 库岸古滑坡离心模型试验研究[J]. 岩土工程学报, 2011, 33(10): 1496-1503. (CHEN Xiao-ping, HUANG Jing-wu, NG C W W, et al. Centrifugal model tests on ancient bank landslide[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1496-1503. (in Chinese))
    [7]
    丁秀丽, 付 敬, 张奇华. 三峡水库涨落条件下奉节南桥头滑坡稳定性分析[J]. 岩石力学与工程学报, 2004, 23(17): 2913-2919. (DING Xiu-li, FU Jing, ZHANG Qi-hua. Stability analysis of landslide in the south end of Fengjie highway bridge with fluctuation of water level of Three Gorges Reservoir[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(17): 2913-2919. (in Chinese))
    [8]
    唐晓松, 郑颖人, 唐辉明, 等. 水库滑坡变形特征和预测预报的数值研究[J]. 岩土工程学报, 2013, 35(5): 940-947. (TANG Xiao-song, ZHENG Ying-ren, TANG Hui-ming, et al. Numerical researches on deformation characteristics and prediction of reservoir landslides[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 35(5): 940-947. (in Chinese))
    [9]
    XU L, DAI F C, THAM L G, et al. Investigating landslide-related cracks on the edge of two loess platforms in NW China[J]. Earth Surface Processes and Landforms, 2012, 37(10): 1575-1592.
    [10]
    ZHOU Y F, THAM L G, YAN R W W, et al. The mechanism of soil failures along cracks subjected to water infiltration[J]. Computers and Geotechnics, 2014, 55(1): 330-341.
    [11]
    谢定义. 黄土力学特性与应用研究的过去, 现在与未来[J]. 地下空间, 1999, 19(4): 273-284. (XIE Ding-yi. The past, present and future of the research on mechanical characteristics and application of loess [J]. Underground Space, 1999, 19(4): 273-284. (in Chinese))
    [12]
    ZHOU Y F. Study on landslides in loess slope due to infiltration[D]. Hong Kong: The University of Hong Kong, 2012.
    [13]
    POULOS S, CASTRO G, FRANCE J. Liquefaction evaluation procedure[J]. Journal of Geotechnical Engineering, 1985, 111(6): 772-792.
    [14]
    徐峻龄. 再论高速滑坡的“闸门效应”及其运动特征[J]. 中国地质灾害与防治学报, 1997, 28(4): 23-26. (XU Jun-ling. Recent study on the presumption of sluice2valve and movement character of rapid landslides[J]. The Chinese Journal of Geological Hazard and Control 1997, 28(4): 23-26. (in Chinese))
    [15]
    李 媛, 吴 奇. 孟家山黄土一红层接触面滑坡破坏机理研究[J]. 水文地质工程地质, 2001(1): 52-54. (LI Yuan, WU Qi. The study of deformation mechanism on loess-red mudstone sliding surface in Mengjiashan landslide[J]. Hydrogeology and Engineering Geology, 2001(1): 52-54. (in Chinese))
    [16]
    张永双, 郭长宝, 周能娟. 金沙江支流冲江河巨型滑坡及其局部复活机理研究[J]. 岩土工程学报, 2013, 35(3): 445-453. (ZHANG Yong-shuang, GUO Chang-bao, ZHOU Neng-juan. Characteristics of Chongjianghe landslide at a branch of Jinsha River and its local reactivation mechanism[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 35(3): 445-453. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LIN Shu, YAN Shu-wang, FU Deng-feng. Settlement analysis by considering combined effect of covering water in underwater vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 241-244. DOI: 10.11779/CJGE2019S1061
    [2]QIN Hui-lai, ZHOU Yu-qi, ZHOU Tong-he, LI Dong-xiao. Retaining traits of berm-retained excavations by FEM[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 9-12. DOI: 10.11779/CJGE2019S1003
    [3]HOU Juan, ZHANG Meng-xi, HAN Xiao, LI Rong. Mechanism of a high-strength geocell using FEM[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 26-30. DOI: 10.11779/CJGE2015S1006
    [4]ZHANG Man, ZENG Chang-nü, TIAN Wen-li. FEM analysis of interaction between upper structure and raft foundation in silty ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 462-467.
    [5]ZHENG Gang, LI Zhi-wei. Finite element analysis of response of buildings with arbitrary angle adjacent to excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 615-624.
    [6]HUANG Sheng-gen, ZHANG Xiao-wei, LIU Wei-bo. FEM analysis of bearing behavior of large-diameter socketed piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 412-416.
    [7]ZHENG Gang, DIAO Yu, NG C W W. Finite element analysis on mechanism of effect of extra-deep excavation on vertical load transfer and settlement of a single pile[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 837-845.
    [8]JIANG Qinghui, ZHOU Chuangbing, LUO Xianqi, ZHENG Hong. Coupling method of three-dimensional DDA-FEM and its application[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 998-1001.
    [9]Jiang Shu ping. Coupling  Algorithm  of  Extended  Kalman  Filter  FEM  and  Its  Application  in  Tunnel  Engineering[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(4): 14-22.
    [10]Xie Ning, Shun Jun. Nonlinearly Rheological FEM of Soil and Its Application[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 95-99.
    • Supplements (0)

  • Cited by

    Periodical cited type(4)

    1. 王艳，薛逸翔，朱鹏. 电动联合渗透反应屏障修复污染土壤的研究进展. 安全与环境学报. 2024(01): 330-344 .
    2. 周细霞，刘朝淑，孙荣国. Fe(II)改性蒙脱石对土壤汞的吸附固定机理探究. 贵州师范大学学报(自然科学版). 2024(04): 63-74 .
    3. 王艳，张李奕岚，朱鹏，王恒宇. 电动法去除污染土中重金属铬的试验研究. 安全与环境学报. 2024(08): 3251-3259 .
    4. 李宗春，郭苗章，谌伟艳. 某废弃矿山重金属污染土壤治理约束优化研究. 环境科学与管理. 2023(05): 71-75 .

    Other cited types(3)

Catalog

    Get Citation
    PDF
    XML
    Article views (358) PDF downloads (1008) Cited by(7)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return