Technical Papers
Jun 8, 2022

Determination of the Main Direction of a Sliding Body Based on a Three-Dimensional Finite-Element Limit-Equilibrium Method

Publication: International Journal of Geomechanics
Volume 22, Issue 8

Abstract

The safety evaluation of three-dimensional rock or soil slopes strongly depends on the factor of safety based on the potential direction of sliding body. In fact, considering the objectivity of sliding, there should be a fixed main sliding direction for a potential landslide mass. However, in the past, there was no reasonable explanation for defining the main direction of sliding and it used to be considered as a variable to be optimized. In this paper, a refined finite-element limit-equilibrium method is proposed in couple with a fixed main direction of sliding to evaluate the safety of the three-dimensional slope. In this approach, the potential main direction of sliding can be directly determined as the projection direction of the resultant sliding force of the landslide on the horizontal plane once the stress field of sliding body was achieved. Theoretical derivations and several classical examples are performed for verification. The factor of safety of a sliding body in relation with the main direction of sliding are calculated and the results are comparable and consistent with the theoretical solutions. It is proven that the proposed slope stability analysis method based on the main direction of sliding could provide an alternative and convenient tool for engineering on design and reinforcement for rock or soil slope.

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Acknowledgments

This work was supported by the National Key Research and Development Project (Project Nos. 2017YFC0404904 and 2017YFC0404902), the National Natural Science Foundation of China (Grant No. 51509272), and Key R&D Program of Tibet Autonomous Region (Grant No. XZ202101ZY0002G).

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 8August 2022

History

Received: Sep 14, 2021
Accepted: Mar 8, 2022
Published online: Jun 8, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 8, 2022

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Master’s Student, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China. Email: [email protected]
Professorate Senior Engineer, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China (corresponding author). Email: [email protected]
Engineer, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China. ORCID: https://orcid.org/0000-0002-9060-7257. Email: [email protected]
Zhengquan Yang [email protected]
Professorate Senior Engineer, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China. Email: [email protected]
Master’s Student, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China. Email: [email protected]

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