Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, India

Landslides are one of the most devastating natural hazards causing huge loss of life and damage to properties and infrastructures and adversely affecting the socioeconomy of the country. Landslides occur in hilly and mountainous areas all over the world. Single, ensemble, and hybrid machine learning...

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Main Authors: Trinh Quoc Ngo, Nguyen Duc Dam, Nadhir Al-Ansari, Mahdis Amiri, Tran Van Phong, Indra Prakash, Hiep Van Le, Hanh Bich Thi Nguyen, Binh Thai Pham
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/9934732
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spelling doaj-453f883182dd4a8cb5db86a23e4c88262021-08-02T00:01:05ZengHindawi LimitedAdvances in Civil Engineering1687-80942021-01-01202110.1155/2021/9934732Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, IndiaTrinh Quoc Ngo0Nguyen Duc Dam1Nadhir Al-Ansari2Mahdis Amiri3Tran Van Phong4Indra Prakash5Hiep Van Le6Hanh Bich Thi Nguyen7Binh Thai Pham8University of Transport TechnologyUniversity of Transport TechnologyDepartment of CivilDepartment of Watershed & Arid Zone ManagementInstitute of Geological SciencesDDG (R) Geological Survey of IndiaUniversity of Transport TechnologyUniversity of Transport TechnologyUniversity of Transport TechnologyLandslides are one of the most devastating natural hazards causing huge loss of life and damage to properties and infrastructures and adversely affecting the socioeconomy of the country. Landslides occur in hilly and mountainous areas all over the world. Single, ensemble, and hybrid machine learning (ML) models have been used in landslide studies for better landslide susceptibility mapping and risk management. In the present study, we have used three single ML models, namely, linear discriminant analysis (LDA), logistic regression (LR), and radial basis function network (RBFN), for landslide susceptibility mapping at Pithoragarh district, as these models are easy to apply and so far they have not been used for landslide study in this area. The main objective of this study is to evaluate the performance of these single models for correctly identifying landslide susceptible zones for their further application in other areas. For this, ten important landslide affecting factors, namely, slope, aspect, curvature, elevation, land cover, lithology, geomorphology, distance to rivers, distance to roads, and overburden depth based on the local geoenvironmental conditions, were considered for the modeling. Landslide inventory of past 398 landslide events was used in the development of models. The data of past landslide events (locations) was randomly divided into a 70/30 ratio for training (70%) and validation (30%) of the models. Standard statistical measures, namely, accuracy (ACC), specificity (SPF), sensitivity (SST), positive predictive value (PPV), negative predictive value (NPV), Kappa, root mean square error (RMSE), and area under the receiver operating characteristic curve (AUC), were used to evaluate the performance of the models. Results indicated that the performance of all the models is very good (AUC > 0.90) and that of the LR model is the best (AUC = 0.926). Therefore, these single ML models can be used for the development of accurate landslide susceptibility maps. Our study demonstrated that the single models which are easy to use and can compete with the complex ensemble/hybrid models can be applied for landslide susceptibility mapping in landslide-prone areas.http://dx.doi.org/10.1155/2021/9934732
collection DOAJ
language English
format Article
sources DOAJ
author Trinh Quoc Ngo
Nguyen Duc Dam
Nadhir Al-Ansari
Mahdis Amiri
Tran Van Phong
Indra Prakash
Hiep Van Le
Hanh Bich Thi Nguyen
Binh Thai Pham
spellingShingle Trinh Quoc Ngo
Nguyen Duc Dam
Nadhir Al-Ansari
Mahdis Amiri
Tran Van Phong
Indra Prakash
Hiep Van Le
Hanh Bich Thi Nguyen
Binh Thai Pham
Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, India
Advances in Civil Engineering
author_facet Trinh Quoc Ngo
Nguyen Duc Dam
Nadhir Al-Ansari
Mahdis Amiri
Tran Van Phong
Indra Prakash
Hiep Van Le
Hanh Bich Thi Nguyen
Binh Thai Pham
author_sort Trinh Quoc Ngo
title Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, India
title_short Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, India
title_full Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, India
title_fullStr Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, India
title_full_unstemmed Landslide Susceptibility Mapping Using Single Machine Learning Models: A Case Study from Pithoragarh District, India
title_sort landslide susceptibility mapping using single machine learning models: a case study from pithoragarh district, india
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8094
publishDate 2021-01-01
description Landslides are one of the most devastating natural hazards causing huge loss of life and damage to properties and infrastructures and adversely affecting the socioeconomy of the country. Landslides occur in hilly and mountainous areas all over the world. Single, ensemble, and hybrid machine learning (ML) models have been used in landslide studies for better landslide susceptibility mapping and risk management. In the present study, we have used three single ML models, namely, linear discriminant analysis (LDA), logistic regression (LR), and radial basis function network (RBFN), for landslide susceptibility mapping at Pithoragarh district, as these models are easy to apply and so far they have not been used for landslide study in this area. The main objective of this study is to evaluate the performance of these single models for correctly identifying landslide susceptible zones for their further application in other areas. For this, ten important landslide affecting factors, namely, slope, aspect, curvature, elevation, land cover, lithology, geomorphology, distance to rivers, distance to roads, and overburden depth based on the local geoenvironmental conditions, were considered for the modeling. Landslide inventory of past 398 landslide events was used in the development of models. The data of past landslide events (locations) was randomly divided into a 70/30 ratio for training (70%) and validation (30%) of the models. Standard statistical measures, namely, accuracy (ACC), specificity (SPF), sensitivity (SST), positive predictive value (PPV), negative predictive value (NPV), Kappa, root mean square error (RMSE), and area under the receiver operating characteristic curve (AUC), were used to evaluate the performance of the models. Results indicated that the performance of all the models is very good (AUC > 0.90) and that of the LR model is the best (AUC = 0.926). Therefore, these single ML models can be used for the development of accurate landslide susceptibility maps. Our study demonstrated that the single models which are easy to use and can compete with the complex ensemble/hybrid models can be applied for landslide susceptibility mapping in landslide-prone areas.
url http://dx.doi.org/10.1155/2021/9934732
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