Numerical Modeling of Hydrological Mechanisms and Instability for Multi-Layered Slopes

Author:

Tang Junfeng12,Ma Zhuxiang12,Zhou Dezhou12,Zhang Shiyu12,Zhang Fengmin12,Zhou Xingyu12,Mi Jinping12

Affiliation:

1. School of Civil Engineering, Sichuan Agricultural University, Chengdu 611830, China

2. Sichuan Higher Education Engineering Research Center for Disaster Prevention and Mitigation of Village Construction, Sichuan Agricultural University, Chengdu 611830, China

Abstract

The process of rainwater infiltration into unsaturated multi-layered slopes is complex, making it extremely difficult to accurately predict slope behaviors. The hydrological mechanisms in multi-layered slopes could be significantly influenced by the varying hydraulic characteristics of different soils, thus influencing slope stability. A numerical model based on Hydrus 2D was constructed to investigate the hydrological mechanisms of multi-layered slopes under different slope inclinations and rainfall intensities. The results revealed hydraulic processes in response to rainfall in unsaturated multi-layered slopes, in which layered soils retard the advance of wetting fronts and affect seepage paths in the slope. The results also showed the characteristics of hydraulic parameters, including pore water pressure and moisture content, under different conditions, and explained the crucial factors at play in maintaining slope stability.

Funder

National Natural Science Foundation of China

Sichuan Province Natural Science Foundation

Publisher

MDPI AG

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