基于极限平衡法的边坡加固力分析方法
By discretizing the slope into blocks and using the limit equilibrium method for the iterative model of anti-slide pile reinforcement force, the slope reinforcement force analysis is simplified, the calculation efficiency and accuracy are improved, and the problems of complex solutions and inaccurate results in the existing technology are solved.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- GUIZHOU SURVEY & DESIGN RES INST FOR WATER RESOURCES & HYDROPOWER
- Filing Date
- 2022-12-20
- Publication Date
- 2026-07-17
AI Technical Summary
In existing technologies, implicit iterative solution schemes are complex, and explicit solution schemes do not yield accurate results, resulting in low efficiency and inaccurate results in slope reinforcement force analysis.
The slope is discretized into n blocks, with the reinforcement force preset to 0. The normal force is calculated through the force analysis equation. The magnitude of the normal force determines whether to add anti-slide piles. The reinforcement force of the anti-slide piles is iteratively calculated using the limit equilibrium method iterative model until the difference is less than the threshold.
It simplifies the process of solving for reinforcement forces and improves the efficiency and accuracy of reinforcement force analysis.
Smart Images
Figure CN115859668B_ABST