Modeling Rainfall Impact on Slope Stability: Computational Insights into Displacement and Stress Dynamics

Author:

Zong Jingmei1,Zhang Changjun2,Liu Leifei1,Liu Lulu3

Affiliation:

1. School of Civil Engineering, Shangqiu Institute of Technology, Shangqiu 476000, China

2. Machinery Industry Survey, Design and Research Institute Co., Ltd., Xi’an 710004, China

3. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China

Abstract

The susceptibility of loess slopes to collapses, landslides, and sinkholes is a global concern. Rainfall is a key factor exacerbating these issues and affecting slope stability. In regions experiencing significant infrastructure and urban growth, understanding and mitigating rainfall effects on loess landslides is crucial. ADINA numerical software 9 was utilized to explore rain-induced erosion’s influence on landslide dynamics. The simulations were based on local rainfall trends. The rainfall intensities examined were as follows: 200 mm/day, 300 mm/day, and 400 mm/day. The results indicate a pronounced impact of rainfall intensity on both the movement and stress levels within the slope. Higher rainfall intensities lead to increased movement and a wider stress impact area at the base of the slope. It was observed that surface movement is minimal at the slope crest but increases towards the bottom, with the greatest movement seen at the slope’s base.

Funder

National Natural Science Foundation of China

Key R&D Plan of Shaanxi Province

Publisher

MDPI AG

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