Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide

Abstract

This paper aimed to study the soil–water characteristics and stability evolution law of rainfall-induced landslide. Taking the two landslide events in Siwan village as an example, the formation conditions of the disaster and landslide characteristics were analyzed. Additionally, the deformation characteristics and destruction mechanisms of landslides were discussed in-depth. The soil–water characteristics and hydraulic conductivity of the landslides were analyzed based on TRIM experiment results. Geo-Studio numerical software was further used for typical sections to analyze the stability of the evolution of the landslide events under rainfall conditions. The results showed that (1) The soil–water characteristic curve (SWCC) inversely varies with water content volume, and the sliding body has lower saturated water content and matrix suction than the sliding zone. The hydraulic conductivity function (HCF) increases with water content volume, and the sliding body has higher hydraulic conductivity (0.43 m/d) than the sliding zone (0.03 m/d). (2) Rainfall is the primary cause of landslides, and there is a hysteretic effect. Heavy rainfall will inevitably accelerate the formation of landslides in the analysis of the deformation characteristics and destruction mechanisms of rainfall-induced landslides. (3) Compared with the engineering analogy of the Fredlund and Xing (FX) model, the Van Genuchten–Mualem (VGM) model of the soil–water characteristics test based on the TRIM experimental system can better reflect the actual field situation. The numerical simulation method based on the TRIM experiments of the soil–water characteristics test is scientifically sound and reliable for the stability evolution of overburden rainfall-induced landslides.

Reconstruction of Natural Slope Stability by Limit Equilibrium Methods and Finite Element Methods

“…A comparison of the safety factor values of research by (Shah et al, 2021) with the development of analysis in this study is shown in Table 3 below. LEM and FEM analyses reveal that the safety factor is higher in dry slopes compared to saturated conditions, aligning with research by (Wen et al, 2023) During rainfall, stability conditions can rapidly decrease, leading to landslides due to potential slip plane development. Supplementary parameters, including the material shear strength factor in the LEM analysis, yield consistent results, as illustrated in Figure 8 below.…”

Experimental study on the failure of loose accumulation landslides under rainfall conditions

“…The process of loose accumulation landslides occurs in unsaturated soil conditions (Wu et al, 2018;Yamaguchi et al, 2023). As research on the stability of unsaturated soil landslides progresses, there is a growing need for quantitative analysis of rainfall infiltration patterns and the processes of deformation and failure under unsaturated conditions (Chen and Lee, 2003;Ding et al, 2006;Ma et al, 2017;Zhao et al, 2022;Paswan and Shrivastava, 2023;Wen et al, 2023). Lin et al (2009) delved into the intricate interplay between rainfall characteristics and slope instability through meticulous artificial rainfall model tests.…”