2021
DOI: 10.1007/s11069-020-04483-x
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Landslide hazard assessment of rainfall-induced landslide based on the CF-SINMAP model: a case study from Wuling Mountain in Hunan Province, China

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Cited by 31 publications
(19 citation statements)
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“…After the landslide disaster [7], the soil and rock mass, which were originally a part of the mountain, leave the main body of the mountain due to gravity, and the cracks formed between the trailing edge of the landslide and the immobile mountain are mainly characterized as shown in Table 1.…”
Section: Characteristics Of Cracks At the Trailing Edge Of Landslidementioning
confidence: 99%
“…After the landslide disaster [7], the soil and rock mass, which were originally a part of the mountain, leave the main body of the mountain due to gravity, and the cracks formed between the trailing edge of the landslide and the immobile mountain are mainly characterized as shown in Table 1.…”
Section: Characteristics Of Cracks At the Trailing Edge Of Landslidementioning
confidence: 99%
“…Deterministic models based on landslide physics processes are widely used to predict the spatiotemporal stability of shallow landslides [41]. To evaluate the spatial distribution of the stability of shallow landslides caused mainly by rainfall, Borga et al [42] constructed a quantitative evaluation model of shallow landslide stability (Stability Index MaPping, SINMAP) based on the following: a DEM, a coupled steady-state hydrological model, and an infinite slope stability model [13,[20][21][22][23][24][25]. SINMAP is a large-scale slope stability model that uses topographic humidity index data obtained from the steady-state hydrological model, slope information obtained from the gridded DEM, maps of the effective catchment area and other GIS maps, and field investigation data.…”
Section: E Slope Stability Calculation With Sinmap Model Under the Combined Impact Of Rainfall And Vegetation Rootsmentioning
confidence: 99%
“…e main physical models used to evaluate landslides associated with rainfall are Shallow Slope Stability model (SHALSTAB) [11,12], the Stability Index MAPping model (SINMAP) [13,14], and the Transient Rainfall Infiltration and Grid-based Regional Slope Stability model (TRIGRS) [15][16][17][18][19]. e most recognized and widely used models are currently the SINMAP [13,[20][21][22][23][24][25]. e theoretical basis of using the SINMAP model arises from the fact that it is a large-scale slope stability model utilizing the terrain moisture index obtained from the steady-state hydrological model based on grid units that can be quickly and conveniently calculated.…”
Section: Introductionmentioning
confidence: 99%
“…Generally, there are three main types of landslide hazard risk assessment methods: physical models, statistical models and machine learning methods [16][17][18][19]. A physical model is a mechanism model established according to the process of landslide occurrence [20,21]. Scholars at home and abroad have proposed many physical mechanism models, among which the SINMAP model is widely used [22,23].…”
Section: Introductionmentioning
confidence: 99%