GIS-Based Data Integration Approach for Rainfall-Induced Slope Failure Susceptibility Mapping in Clayey Soils-Reference-Cited by-同舟云学术

GIS-Based Data Integration Approach for Rainfall-Induced Slope Failure Susceptibility Mapping in Clayey Soils

Published:2021-08 Issue:3 Volume:22 Page:
ISSN:1527-6988
Container-title:Natural Hazards Review
language:en
Short-container-title:Nat. Hazards Rev.

Author:

Baral A.¹,Poumand P.¹,Adhikari I.¹,Abediniangerabi B.²^ORCID,Shahandashti M.³

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, 416 S. Yates St., Arlington, TX 76019.

2. Graduate Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, 416 S. Yates St., Arlington, TX 76019. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, 416 S. Yates St., Arlington, TX 76019 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29NH.1527-6996.0000478

Reference67 articles.

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3. A physically based, variable contributing area model of basin hydrology / Un modèle à base physique de zone d'appel variable de l'hydrologie du bassin versant

4. Bhattarai P. B. Tiwari H. Marui and K. Aoyama. 2004. “Quantitative slope stability mapping with ArcGIS: Prioritize highway maintenance.” In Proc. ESRI’s 24th Annual Int. User’s Conf. Redlands CA: ESRI.

5. The Rainfall Intensity - Duration Control of Shallow Landslides and Debris Flows

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