Performance and topographic preferences of dynamic and steady models for shallow landslide prediction in a small catchment

Landslides ◽  
2021 ◽  
Author(s):  
Wei-Li Liang ◽  
Taro Uchida
Landslides ◽  
2010 ◽  
Vol 7 (3) ◽  
pp. 237-258 ◽  
Author(s):  
Apip ◽  
Kaoru Takara ◽  
Yosuke Yamashiki ◽  
Kyoji Sassa ◽  
Agung Bagiawan Ibrahim ◽  
...  

2013 ◽  
pp. 121-129 ◽  
Author(s):  
Paola Mercogliano ◽  
Nicola Casagli ◽  
Filippo Catani ◽  
Emilia Damiano ◽  
Lucio Olivares ◽  
...  

2015 ◽  
Vol 3 (1) ◽  
pp. 227-267 ◽  
Author(s):  
M. S. Kim ◽  
Y. Onda ◽  
J. K. Kim

Abstract. SHALSTAB model applied to shallow landslides induced by rainfall to evaluate soil properties related with the effect of soil depth for a granite area in Jinbu region, Republic of Korea. Soil depth measured by a knocking pole test and two soil parameters from direct shear test (a and b) as well as one soil parameters from a triaxial compression test (c) were collected to determine the input parameters for the model. Experimental soil data were used for the first simulation (Case I) and, soil data represented the effect of measured soil depth and average soil depth from soil data of Case I were used in the second (Case II) and third simulations (Case III), respectively. All simulations were analysed using receiver operating characteristic (ROC) analysis to determine the accuracy of prediction. ROC analysis results for first simulation showed the low ROC values under 0.75 may be due to the internal friction angle and particularly the cohesion value. Soil parameters calculated from a stochastic hydro-geomorphological model were applied to the SHALSTAB model. The accuracy of Case II and Case III using ROC analysis showed higher accuracy values rather than first simulation. Our results clearly demonstrate that the accuracy of shallow landslide prediction can be improved when soil parameters represented the effect of soil thickness.


Water ◽  
2019 ◽  
Vol 11 (6) ◽  
pp. 1178 ◽  
Author(s):  
Yen-Yu Chiu ◽  
Hung-En Chen ◽  
Keh-Chia Yeh

Infiltration and groundwater have been widely considered as the main factors that cause shallow landslides; however, the effect of runoff has received less attention. In this study, an in-house physical-process-based shallow landslide model is developed to demonstrate the influence of runoff. The model is controlled by coupling the shallow water equation (dynamic) and Richards’ equation. An infinite slope stability analysis is applied to evaluate the possibility of regional landslides. A real, small catchment topography is adopted as a demonstration example. The simulation illustrates the variations of runoff and the factor of safety (FS) during a storm. The results indicate that, after the surface becomes saturated, the FS may keep varying due to the increasing pressure head, which is caused by increasing surface water depth. This phenomenon most likely occurs downstream where the slopes easily accumulate water. The depth of the surface water may also be a factor of slope failure. Therefore, it is essential to increase the accuracy of calculating the runoff depth when assessing regional shallow landslides.


Landslides ◽  
2017 ◽  
Vol 14 (5) ◽  
pp. 1731-1746 ◽  
Author(s):  
Diana Salciarini ◽  
Giulia Fanelli ◽  
Claudio Tamagnini

2010 ◽  
Vol 10 (9) ◽  
pp. 1829-1837 ◽  
Author(s):  
B. C. Vieira ◽  
N. F. Fernandes ◽  
O. A. Filho

Abstract. Various methods are currently used in order to predict shallow landslides within the catchment scale. Among them, physically based models present advantages associated with the physical description of processes by means of mathematical equations. The main objective of this research is the prediction of shallow landslides using TRIGRS model, in a pilot catchment located at Serra do Mar mountain range, São Paulo State, southeastern Brazil. Susceptibility scenarios have been simulated taking into account different mechanical and hydrological values. These scenarios were analysed based on a landslide scars map from the January 1985 event, upon which two indexes were applied: Scars Concentration (SC – ratio between the number of cells with scars, in each class, and the total number of cells with scars within the catchment) and Landslide Potential (LP – ratio between the number of cells with scars, in each class, and the total number of cells in that same class). The results showed a significant agreement between the simulated scenarios and the scar's map. In unstable areas (SF≤1), the SC values exceeded 50% in all scenarios. Based on the results, the use of this model should be considered an important tool for shallow landslide prediction, especially in areas where mechanical and hydrological properties of the materials are not well known.


2012 ◽  
Vol 124 ◽  
pp. 38-46 ◽  
Author(s):  
Jui-Yi Ho ◽  
Kwan Tun Lee ◽  
Tung-Chiung Chang ◽  
Zhao-Yin Wang ◽  
Yu-Hsun Liao

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