2020 Vol. 26, No. 5
Article Contents

PENG Jianbing, WANG Qiyao, ZHUANG Jianqi, LENG Yanqiu, FAN Zhongjie, WANG Shaokai. 2020. Dynamic formation mechanism of landslide disaster on the Loess Plateau. Journal of Geomechanics, 26(5): 714-730. doi: 10.12090/j.issn.1006-6616.2020.26.05.059
Citation: PENG Jianbing, WANG Qiyao, ZHUANG Jianqi, LENG Yanqiu, FAN Zhongjie, WANG Shaokai. 2020. Dynamic formation mechanism of landslide disaster on the Loess Plateau. Journal of Geomechanics, 26(5): 714-730. doi: 10.12090/j.issn.1006-6616.2020.26.05.059

Dynamic formation mechanism of landslide disaster on the Loess Plateau

  • Landslide disaster is a major geological problem that threatens the safety of people's life and property, and the construction and operation of towns and major projects on the Loess Plateau. Aiming at the dynamic formation mechanism of landslide on the Loess Plateau, based on a large number of investigation, statistics, tests and theoretical analysis, following conclusions were drawn: The regional tectonic stress is the main driving force for high occurrence of landslides. It is the controlling factor for landslides ocurring in different zones and belts and the first internal cause. The tectonic stress of the slope not only creates the structural surface, but also continuously alters and loosens the structural surface and dismembers the integrity of the slope. It is the main driving force for the formation of single landslide and the second internal cause of loess landslide. Loess is a kind of special structural soil with strong water sensitivity, which is prone to disasters under soil stress drive. This disaster-prone property of loess is the internal cause of soil disaster and the third internal cause of loess landslide. A large number of landslides are related to water. Surface water penetrates into the shallow surface of loess in large quantities, which will cause shallow surface collapse and sliding disasters. When water enters the deep loess along the micro, fine and macroscopic dominant channels, it may cause deep-seated landslides. Thus, the seepage of dynamic water is the major external cause of loess landslide. Construction disturbance will not only change the original stress state of slope, but also expand and loosen the existing structural plane. Nowadays, construction disturbance has become an important geological agent to induce geological disasters and is the secondary external cause of loess landslide.

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  • DUAN Z, PENG J B, WANG Q Y, 2016. Characteristic parameter and formation mechanism of repeatedly failure loess landslides[J]. Mountain Research, 34(1):71-76. (in Chinese with English abstract)

    Google Scholar

    HONG C Q, 1992. An analysis of the sliding of the wharfs in Zhoushan regions in the Piling[J]. Coastal Engineering, 11(4):1-10. (in Chinese with English abstract)

    Google Scholar

    HU Z Q, SHEN Z J, XIE D Y, 2000. Research on structural behavior of unsaturated loess[J]. Chinese Journal of Rock Mechanics and Engineering, 19(6):775-779. (in Chinese with English abstract)

    Google Scholar

    LEI X Y, 1986. Research on the Porosity of Xi'an Loess[J]. Quaternary Sciences, 7(1):61-67. (in Chinese)

    Google Scholar

    LEI X Y, 1995. The hazards of loess landslides in the southern tableland of Jingyang county, Shaanxi and their relationship with the channel water into fields[J]. Journal of Engineering Geology, 3(1):56-64. (in Chinese)

    Google Scholar

    LI P, LI T L, VANAPALLI S K, 2016. Influence of environmental factors on the wetting front depth:a case study in the Loess Plateau[J]. Engineering Geology, 214:1-10. doi: 10.1016/j.enggeo.2016.09.008

    CrossRef Google Scholar

    LI T L, LONG J H, LI X S, 2007. Types of loess landslides and methods for their movement forecast[J]. Journal of Engineering Geology, 15(4):500-505. (in Chinese with English abstract)

    Google Scholar

    LI W G, 2008. Study on stability in rocky layered slope under basting vibration[D]. Chongqing: Southwest Jiaotong University. (in Chinese with English abstract)

    Google Scholar

    LIU D S, 1985. Loess and environment[M]. Beijing:Science Press. (in Chinese)

    Google Scholar

    Liu L, Rui H C, 2018. Exploration on structural characteristics of the Weihe basin and its evolution[J]. Journal of Geomechanics, 24(1):60-69. (in Chinese with English abstract)LIU Z Y, KANG W L, 1986. Mechanism analysis of high-speed sliding of Jiangliu Landslide in Jingyang County[J]. Soil and Water Conservation in China(2):17-19. (in Chinese)

    Google Scholar

    LIU Z D, 1989. On sliding in loess region and its treatment[J]. Yellow River(6):53-58. (in Chinese)

    Google Scholar

    LUO Y S, ZHANG A J, 2004. Outcomes on structural research of loess and its new advance[J]. Journal of Hydroelectric Engineering, 23(6):66-69. (in Chinese with English abstract)

    Google Scholar

    PAN D Y, 1956. Loess[M]. Beijing:Geological Publishing House. (in Chinese)

    Google Scholar

    PENG J B, ZHANG J, SU S R, et al., 1992. Active faults and geological hazards in Weihe Basin[M]. Xi'an:Northwest University Press. (in Chinese)

    Google Scholar

    Peng J b, Wang S K, Wang Q Y, 2019. Distribution and genetic types of loess landslides in China[J]. Journal of Asian Earth Sciences, 170:329-350. doi: 10.1016/j.jseaes.2018.11.015

    CrossRef Google Scholar

    PENG J B, WANG Q Y, MEN Y M, et al., 2019. Landslides in loess Plateau[M]. Beijing:Science Press. (in Chinese)

    Google Scholar

    TANG D Q, 2013. Study on loess Landslide mechanism of slope toe excavation[D]. Xi'an: Chang'an University. (in Chinese with English abstract)

    Google Scholar

    Tu X B, Kwong A K L, Dai F C, et al., 2009. Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfall-induced landslides[J]. Engineering Geology, 105(1-2):134-150. doi: 10.1016/j.enggeo.2008.11.011

    CrossRef Google Scholar

    Wan Q, Yue X B, Yan Q, Yan C G, 2018. Centrifuge model test of slope excavation and support under rainfall[J]. Journal of Geomechanics, 24(6):863-870. (in Chinese with English abstract)WANG G X, LIAO X P, 1996. Landslide disaster and control research of railway in China[J]. The Chinese Journal of Geological Hazard and Control, 7(1):6-9. (in Chinese)

    Google Scholar

    WANG J D, 1992. A mechanism of high-speed loess landslide:saturated loess creeping liquefaction[J]. Geological Review, 38(6):532-539. (in Chinese with English abstract)

    Google Scholar

    WANG J M, 1996. The theory on tectonic joints in loess and its application[M]. Beijing:China Water Resources and Hydropower Press. (in Chinese)

    Google Scholar

    WANG N Q, 2004. Study on the growing laws and controlling measures for loess landslide[D]. Chengdu: Chengdu University of Technology. (in Chinese with English abstract)

    Google Scholar

    WU D, 2015. Research on the loess landslide triggered by engineering loading[D]. Xi'an: Chang'an University. (in Chinese with English abstract)

    Google Scholar

    XU B D, WANG G X, 1980. On the prevention and measure of landslides[J]. China Railway Science, 2(1):110-122. (in Chinese)

    Google Scholar

    Xie D Y, Qi J L, Zhu Y L, 1999. The structural parameters of soil and their relationship with deformation strength[J]. Journal of Hydraulic Engineering, (10):3-5. (in Chinese with English abstract)

    Google Scholar

    XU L, DAI F C, KUANG G L, et al., 2008. Types and Characteristics of Loess Landslides at Heifangtai Loess Plateau, China[J]. Journal of Mountain Science, 26(3):364-371. (in Chinese with English abstract)

    Google Scholar

    XU L, DAI F C, MIN H, et al., 2010. Loess landslide types and topographic features at south Jingyang Plateau, China[J]. Earth Science-Journal of China University of Geosciences, 35(1):155-160. (in Chinese with English abstract) doi: 10.3799/dqkx.2010.016

    CrossRef Google Scholar

    XU Z J, LIN Z G, ZHANG M S, 2007. Loess in China and loess landslides[J]. Chinese Journal of Rock Mechanics and Engineering, 26(7):1297-1312. (in Chinese with English abstract)

    Google Scholar

    YANG Z, YUAN J H, REN Q, et al., 2010. A study on the mechanism of loess landslide induced by cyclic load[J]. Hydrogeology and Engineering Geology, 37(5):67-71. (in Chinese with English abstract)

    Google Scholar

    ZHANG J Q, PENG J B, LI T L, et al., 2015. Triggerred factores and motion simulation of "9·17" baqiao catastrophic landslide[J]. Journal of Engineering Geology, 23(4):747-754. (in Chinese with English abstract)

    Google Scholar

    ZHANG J W, 1983. Comprehensive survey report on The Saleshan landslide[J]. Bulletin of Soil and Water Conservation(3):2-7. (in Chinese)

    Google Scholar

    ZHANG M S, LI T L, 2011. Triggering factors and forming mechanism of loess landslides[J]. Journal of Engineering Geology, 19(4):530-540. (in Chinese with English abstract)

    Google Scholar

    ZHANG X G, WANG S J, ZHANG Z Y, 2000. Chinese Engineering Geology[M]. Beijing:Science Press. (in Chinese)

    Google Scholar

    ZHOU J X, ZHU C Y, ZHENG J M, et al., 2002. Landslide disaster in the loess area of China[J]. Journal of Forestry Research, 13(2):157-161. doi: 10.1007/BF02857244

    CrossRef Google Scholar

    ZHUANG J Q, PENG J B, WANG G H, et al., 2018. Distribution and characteristics of landslide in Loess Plateau:A case study in Shaanxi province[J]. Engineering Geology, 236:89-96. doi: 10.1016/j.enggeo.2017.03.001

    CrossRef Google Scholar

    段钊, 彭建兵, 王启耀, 2016.泾阳南塬多序次黄土滑坡特征参数与成因[J].山地学报, 34(1):71-76.

    Google Scholar

    洪昌庆, 1992.舟山地区码头工程锤击沉桩滑坡分析[J].海岸工程, 1992, 11(4):1-10.

    Google Scholar

    胡再强, 沈珠江, 谢定义, 2000.非饱和黄土的结构性研究[J].岩石力学与工程学报, 19(6):775-779.

    Google Scholar

    雷祥义, 1995.陕西泾阳南塬黄土滑坡灾害与引水灌溉的关系[J].工程地质学报, 3(1):56-64.

    Google Scholar

    李同录, 龙建辉, 李新生, 2007.黄土滑坡发育类型及其空间预测方法[J].工程地质学报, 15(4):500-505.

    Google Scholar

    李维光, 2008.爆破振动作用下顺层岩质边坡稳定性研究[D].重庆: 西南交通大学, 2008.

    Google Scholar

    刘东生, 1985.黄土与环境[M].北京:科学出版社.

    Google Scholar

    刘林, 芮会超, 2018.渭河盆地结构特征及演化研究[J].地质力学学报, 24(1):60-69.

    Google Scholar

    刘祖典, 1989.黄土滑坡与整治问题[J].人民黄河(6):53-58.

    Google Scholar

    刘忠义, 康文龙, 1986.泾阳县蒋刘滑坡高速滑动的机理分析[J].中国水土保持, (2):17-19.

    Google Scholar

    骆亚生, 张爱军, 2004.黄土结构性的研究成果及其新发展[J].水力发电学报, 23(6):66-69.

    Google Scholar

    潘德扬, 1956.黄土[M].北京:地质出版社.

    Google Scholar

    彭建兵, 张骏, 苏生瑞, 等, 1992.渭河盆地活动断裂与地质灾害[M].西安:西北大学出版社.

    Google Scholar

    彭建兵, 王启耀, 门玉明, 等, 2019.黄土高原滑坡灾害[M].北京:科学出版社.

    Google Scholar

    孙广忠.中国西北黄土中构造节理及地质工程意义[C].//中国地质学会工程地质专业委员会.全国第三次工程地质大会论文选集.1988: 8-14页.

    Google Scholar

    万琪, 岳夏冰, 闫强, 等, 2018.降雨下边坡开挖支护离心模型试验[J].地质力学学报, 24(6):863-870.

    Google Scholar

    唐东旗, 2013.坡脚开挖的黄土滑坡机理研究[D].西安: 长安大学.

    Google Scholar

    王恭先, 廖小平, 1996.中国铁路滑坡灾害及其防治研究[J].中国地质灾害与防治学报, 7(1):6-9.

    Google Scholar

    王家鼎, 1992.高速黄土滑坡的一种机理:饱和黄土蠕动液化[J].地质论评, 38(6):532-539.

    Google Scholar

    王景明, 1996.黄土构造节理的理论及其应用[M].北京:中国水利水电出版社.

    Google Scholar

    王念秦, 2004.黄土滑坡发育规律及其防治措施研究[D].成都: 成都理工大学.

    Google Scholar

    吴迪, 2015.工程堆载触发黄土滑坡研究[D].西安: 长安大学.

    Google Scholar

    谢定义, 齐吉琳, 朱元林, 1999.土的结构性参数及其与变形强度的关系[J].水利学报, (10): 3-5.

    Google Scholar

    许领, 戴福初, 邝国麟, 等, 2008.黑方台黄土滑坡类型与发育规律[J].山地学报, 26(3):364-371.

    Google Scholar

    许领, 戴福初, 闵弘, 等, 2010.泾阳南塬黄土滑坡类型与发育特征[J].地球科学-中国地质大学学报, 35(1):155-160.

    Google Scholar

    徐张建, 林在贯, 张茂省, 2007.中国黄土与黄土滑坡[J].岩石力学与工程学报, 26(7):1297-1312.

    Google Scholar

    杨喆, 袁金辉, 任权, 等, 2010.循环荷载诱发黄土滑坡的机理研究[J].水文地质工程地质, 37(5):67-71.

    Google Scholar

    张继文, 1983.洒勒山滑坡综合考察报告[J].水土保持通报(3):2-7.

    Google Scholar

    张茂省, 李同录, 2011.黄土滑坡诱发因素及其形成机理研究[J].工程地质学报, 19(4):530-540.

    Google Scholar

    张咸恭, 王思敬, 张倬元, 2000.中国工程地质学[M].北京:科学出版社.

    Google Scholar

    庄建琦, 彭建兵, 李同录, 等, 2015. "9·17"灞桥灾难性黄土滑坡形成因素与运动模拟[J].工程地质学报, 23(4):747-754.

    Google Scholar

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