Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide
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 char...
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2023-04-01
|
| Series: | Forests |
| Subjects: | |
| Online Access: | https://www.mdpi.com/1999-4907/14/4/808 |
| _version_ | 1797605417083207680 |
|---|---|
| author | Haijia Wen Jiafeng Xiao Xiongfeng Wang Xuekun Xiang Xinzhi Zhou |
| author_facet | Haijia Wen Jiafeng Xiao Xiongfeng Wang Xuekun Xiang Xinzhi Zhou |
| author_sort | Haijia Wen |
| collection | DOAJ |
| description | 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. |
| first_indexed | 2024-03-11T05:00:48Z |
| format | Article |
| id | doaj.art-15b02e3751ed4997b70e99abdca3ae87 |
| institution | Directory Open Access Journal |
| issn | 1999-4907 |
| language | English |
| last_indexed | 2024-03-11T05:00:48Z |
| publishDate | 2023-04-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Forests |
| spelling | doaj.art-15b02e3751ed4997b70e99abdca3ae872023-11-17T19:18:11ZengMDPI AGForests1999-49072023-04-0114480810.3390/f14040808Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village LandslideHaijia Wen0Jiafeng Xiao1Xiongfeng Wang2Xuekun Xiang3Xinzhi Zhou4Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education, National Joint Engineering Research Center for Prevention and Control of Environmental GeoHazards in the TGR Area, School of Civil Engineering, Chongqing University, Chongqing 400045, ChinaKey Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education, National Joint Engineering Research Center for Prevention and Control of Environmental GeoHazards in the TGR Area, School of Civil Engineering, Chongqing University, Chongqing 400045, ChinaKey Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education, National Joint Engineering Research Center for Prevention and Control of Environmental GeoHazards in the TGR Area, School of Civil Engineering, Chongqing University, Chongqing 400045, ChinaKey Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education, National Joint Engineering Research Center for Prevention and Control of Environmental GeoHazards in the TGR Area, School of Civil Engineering, Chongqing University, Chongqing 400045, ChinaState Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100190, ChinaThis 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.https://www.mdpi.com/1999-4907/14/4/808SWCCHCFrainfall-induced landslideGeo-Studiostability evolution |
| spellingShingle | Haijia Wen Jiafeng Xiao Xiongfeng Wang Xuekun Xiang Xinzhi Zhou Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide Forests SWCC HCF rainfall-induced landslide Geo-Studio stability evolution |
| title | Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide |
| title_full | Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide |
| title_fullStr | Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide |
| title_full_unstemmed | Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide |
| title_short | Analysis of Soil–Water Characteristics and Stability Evolution of Rainfall-Induced Landslide: A Case of the Siwan Village Landslide |
| title_sort | analysis of soil water characteristics and stability evolution of rainfall induced landslide a case of the siwan village landslide |
| topic | SWCC HCF rainfall-induced landslide Geo-Studio stability evolution |
| url | https://www.mdpi.com/1999-4907/14/4/808 |
| work_keys_str_mv | AT haijiawen analysisofsoilwatercharacteristicsandstabilityevolutionofrainfallinducedlandslideacaseofthesiwanvillagelandslide AT jiafengxiao analysisofsoilwatercharacteristicsandstabilityevolutionofrainfallinducedlandslideacaseofthesiwanvillagelandslide AT xiongfengwang analysisofsoilwatercharacteristicsandstabilityevolutionofrainfallinducedlandslideacaseofthesiwanvillagelandslide AT xuekunxiang analysisofsoilwatercharacteristicsandstabilityevolutionofrainfallinducedlandslideacaseofthesiwanvillagelandslide AT xinzhizhou analysisofsoilwatercharacteristicsandstabilityevolutionofrainfallinducedlandslideacaseofthesiwanvillagelandslide |