Journal of Jilin University(Earth Science Edition)

Previous Articles     Next Articles

Modification of the Start-Up Criterion of Translational Gliding Landslide

Zhao Quanli1,2, Shang Yuequan1, Zhi Momo1   

  1. 1.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou310058,China;
    2.School of Geology Engineering and Geomatics,Chang’an University,Xi’an710054,China
  • Received:2013-08-07 Online:2014-03-26 Published:2014-03-26

Abstract:

Two aspects are always neglected in the existing research about start-up criterion of translational gliding landslide:one is the normal component force of hydrostatic pressure at posterior border of slope,which acts on slip surface,the other is the action range of confined water. Therefore the calculation results of start-up criterion of translational gliding landslide are inaccurate. Overall force analysis are exerted on translational gliding landslide,meanwhile the conception of action range of confined water is introduced,then the modified start-up criterion is deduced. The modified start-up criterion is applied to analyze the results of physical simulation. It shows that the result of the modified criterion is about 6.0% to 15.5% larger than the traditional criterion and much  close to the observed value. The modified criterion is proved to be accurate. Mechanism analysis is applied in the differences of critical hydraulic between the test results and the calculation results obtained from the modified start-up criterion of translational gliding landslide. When the sliding surface inclination of the model slope is less than or equal to 8 degree,the test results are greater than the calculation results obtained from the modified start-up criterion because of the hysteresis of seepage and the inhomogeneity of permeability layer. When the sliding surface inclination is greater than 8 degree,the test results are less than the calculation results due to decrease of the model stability with increase in test time.

Key words: translational gliding landslide, modification of the start-up criterion, action range of confined water, physical simulation, pore water pressure

CLC Number: 

  • P642.22
[1] Sang Songkui, Wang Yonghong, Zhang Mingyi, Kong Liang, Wu Wenbing, Chen Zhixiong, Li Zhaolong, Zhang Qijun. Pore Water Pressure at Pile-Soil Interface of Jacked Pile in Silty Soil and Silty Clay [J]. Journal of Jilin University(Earth Science Edition), 2021, 51(5): 1551-1559.
[2] Yang Changqing, Yang Chuansheng, Sun Jing, Yang Yanqiu. Mesozoic Evolution and Dynamics Transition in Southern Shelf Basin of the East China Sea [J]. Journal of Jilin University(Earth Science Edition), 2019, 49(1): 139-153.
[3] Hong Yong, Zhou Rong, Zheng Xiaoyu. Fast Shear Mechanical Properties of Saturated Sand Under Different Drainage Conditions [J]. Journal of Jilin University(Earth Science Edition), 2018, 48(5): 1416-1426.
[4] Wu Qian,Wang Changming,Ma Donghe,Song Pengran. Mechanism of Steep Loess Slope Rainfall Erosion in Western Liaoning [J]. Journal of Jilin University(Earth Science Edition), 2013, 43(5): 1563-1571.
[5] SHEN Yu-peng, FENG Rui-ling, YU Jiang, LIU Hui. Reinforcement of Vacuum Preloading with Air Pressure Boosted for Soft Ground Treatment [J]. J4, 2012, 42(3): 792-797.
[6] YAN Chun-ling, TANG Yi-qun, WANG Yuan-dong, LI Ren-jie. Fuzzy Orthogonal Analysis on Pore Water Pressure of Reinforced Soft Clay Under Cyclic Loads [J]. J4, 2011, 41(3): 805-811.
[7] SUN Yong-he, FU Xiao-fei, LV Yan-fang, FU Guang, YAN Dong. Suction Role of Seismic Pumping and Physical Simulation on Hydrocarbon Migration and Accumulation [J]. J4, 2007, 37(1): 98-0104.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CHU Feng-you, SUN Guo-sheng,LI Xiao-min,MA Wei-lin, ZHAO Hong-qiao. The Growth Habit and Controlling Factors of the CobaltRich Crusts in Seamount of the Central Pacific[J]. J4, 2005, 35(03): 320 -0325 .
[2] ZHOU Li-ping, SHEN Xiang-dong, LI Xue-bin, BAI Zhong-qiang. Experiment Study of Mechanical Properties of Natual Pumice Powder Cement-Soil[J]. J4, 2009, 39(3): 492 -497 .
[3] HUANG Yu-long, WANG Pu-jun, SHAO Rui. Porosity and Permeability of Pyroclastic Rocks of the Yingcheng Formation in Songliao Basin[J]. J4, 2010, 40(2): 227 -236 .
[4] ZHANG Hui,LI Tong-lin,DONG Rui-xia. 3D Electromagnetic Inversion by Volume Integral Equation Method Based on Current Dipole Source[J]. J4, 2006, 36(02): 284 -0288 .
[5] PAN Dian-qi,ZHANG Zu-pei,PAN Dian-cai,CHEN Yi-min,XU Rui. A Test Research on Longitudinal Wave Velocity of Artificial Frozen Clay Under Different Temperature and Moisture Conditions[J]. J4, 2006, 36(04): 588 -591 .
[6] FU Zhe,ZHOU Yun-xuan, LIU Dian-wei, LIU Wan-song. Design of the FeatureBased ObjectOriented Data Model and Implementation of Prototype System for a Virtual GIS[J]. J4, 2006, 36(04): 647 -652 .
[7] WANG Dan-ping, WANG Xi-kui, JIANG Yu-biao. Reconstruction of the Paleo-Environment in Changchun Area, Northeast China during the Late Mid-Pleistocene:Evidences from Sedimentary Geochemistry and Palynology[J]. J4, 2010, 40(5): 1066 -1074 .
[8] Jiang Xue, Liang Xiujuan, Xiao Changlai, Yan Baizhong. Three-Dimensional Seepage Analysis of Tailings Damming Period[J]. Journal of Jilin University(Earth Science Edition), 2014, 44(2): 619 -625 .
[9] Xia Zhaode, Jiang Changyi, Ling Jinlan. Petrogenesis of Early Permian Bijiashan Volcanic Rocks in Beishan Area, Xinjiang, NW China: Evidence from Petrology, Geochemistry and Isotopic Geochronology[J]. Journal of Jilin University(Earth Science Edition), 2014, 44(3): 817 -834 .
[10] ZHAO Yu-yan, HAO Li-bo, ZHANG Zhi-li,LU Ji-long, SUN Guang-rui. Design and Realization of Metal Deposit Exploration Information System[J]. J4, 2008, 38(1): 161 -0166 .