Author(s)

Yajun Wang¹, Yifeng Li^1*, Jinzhou Chen²

¹School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan, China.
²Guangdong Geological Engineering Company, Guangzhou, China.

To study the safety and stability of large slopes, taking the right side slope of the Yuxi’an tunnel of the Yuchu Expressway Bridge in Yunnan Province as an example, limit equilibrium and finite element analysis were applied to engineering examples to calculate the stability coefficient of the slope before and after excavation in the natural state. After comparative analysis, it was concluded that the former had a clear mechanical model and concept, which could quickly provide stability results; the latter could accurately determine the sliding surface of the slope and simulate the stress state changes of the rock and soil mass. The stability coefficients calculated by the two methods were within the stable range, but their values were different. On this basis, combined with the calculation principles, advantages and disadvantages of the two methods, a comprehensive analysis method of slope stability based on the limit equilibrium and finite element methods was proposed, and the rationality of the stability coefficient calculated by this method was judged for a slope case.

Slope Body Excavation, Mechanical Model, Sliding Surface, Coefficient of Stability, Calculation Principle, Comprehensive Analysis Method

Wang, Y. , Li, Y. and Chen, J. (2023) Comprehensive Analysis Method of Slope Stability Based on the Limit Equilibrium and Finite Element Methods and Its Application. Open Journal of Civil Engineering, 13, 555-571. doi: 10.4236/ojce.2023.134040.