Rock and Soil Mechanics ›› 2018, Vol. 39 ›› Issue (S2): 37-44.doi: 10.16285/j.rsm.2018.1798

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Determination of main sliding direction for three-dimensional slope

LIU Su-jin1, 2, GUO Ming-wei1, 3, LI Chun-guang1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education China Three Gorges University, Yichang, Hubei 443002, China
  • Received:2018-09-23 Online:2018-12-21 Published:2019-01-02
  • Supported by:
    This work was supported by the Open Funds Research Project of Key Laboratory of Geological Hazards on Three Gorges Reservoir Area(China Three Gorges University), Ministry of Education(2018KDZ02) and the National Natural Science Foundation of China(51674239).

Abstract: The main sliding direction is directly related to the slope stability evaluation and the determination of residual thrust force. At present, the sliding direction of the slope is mainly determined with semiempirical or empirical approach, such as whole vector direction of the displacements monitored inside the slope, parallel to the bottom of potential slip surface or the hypothesis made based on the failure mechanism of the slope. According to the principle of minimum potential energy, 2-D and 3-D sliding direction are rigorously deduced on the basis of current stress state of the slope. Moreover, this theoretical solution is verified to be rational by simple sliding block placed on an inclined plane and 3D slope examples. Besides, the curve of the sliding direction angle along the slip surface is also determined, which accurately supplies theoretical foundation to slope stability problem and the determination of residual thrust force.

Key words: main sliding direction, principle of minimum potential energy, slope stability

CLC Number: 

  • TU473
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