Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation Method

The modeling of transient flow in unsaturated soils for rainfall-induced landslides using a novel spacetime collocation method is presented. A numerical solution obtained in the spacetime coordinate system is approximated by superpositioning Trefftz basis functions satisfying the linearized Richards...

Full description

Saved in:
Bibliographic Details
Main Authors: Cheng-Yu Ku, Chih-Yu Liu, Yan Su, Jing-En Xiao
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2018/7892789
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1850209198734835712
author Cheng-Yu Ku
Chih-Yu Liu
Yan Su
Jing-En Xiao
author_facet Cheng-Yu Ku
Chih-Yu Liu
Yan Su
Jing-En Xiao
author_sort Cheng-Yu Ku
collection DOAJ
description The modeling of transient flow in unsaturated soils for rainfall-induced landslides using a novel spacetime collocation method is presented. A numerical solution obtained in the spacetime coordinate system is approximated by superpositioning Trefftz basis functions satisfying the linearized Richards equation for collocation points on the spacetime domain boundary. The Gardner exponential model is adopted to derive the linearized Richards equation to describe the soil-water characteristic curve in unsaturated soils. To deal with the rainfall-induced landslides, the infinite slope stability analysis coupled with the proposed meshless method with the consideration of the fluctuation of time-dependent matric suction is developed. The proposed method is validated for several test problems. Application examples of transient modeling of flow for rainfall-induced landslides in homogenous unsaturated soils are also conducted. Numerical results demonstrate that the proposed method is highly accurate to deal with transient flow in unsaturated soils for rainfall-induced landslides. In addition, it is found that the numerical method using the Richards equation with the Gardner model may provide a promising solution for different soil textures.
format Article
id doaj-art-957a1eea135b40ca850a8345d4ef6924
institution OA Journals
issn 1468-8115
1468-8123
language English
publishDate 2018-01-01
publisher Wiley
record_format Article
series Geofluids
spelling doaj-art-957a1eea135b40ca850a8345d4ef69242025-08-20T02:10:05ZengWileyGeofluids1468-81151468-81232018-01-01201810.1155/2018/78927897892789Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation MethodCheng-Yu Ku0Chih-Yu Liu1Yan Su2Jing-En Xiao3Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung 20224, TaiwanDepartment of Harbor and River Engineering, National Taiwan Ocean University, Keelung 20224, TaiwanDepartment of Water Resource and Harbor Engineering, College of Civil Engineering, Fuzhou University, Fuzhou, ChinaDepartment of Harbor and River Engineering, National Taiwan Ocean University, Keelung 20224, TaiwanThe modeling of transient flow in unsaturated soils for rainfall-induced landslides using a novel spacetime collocation method is presented. A numerical solution obtained in the spacetime coordinate system is approximated by superpositioning Trefftz basis functions satisfying the linearized Richards equation for collocation points on the spacetime domain boundary. The Gardner exponential model is adopted to derive the linearized Richards equation to describe the soil-water characteristic curve in unsaturated soils. To deal with the rainfall-induced landslides, the infinite slope stability analysis coupled with the proposed meshless method with the consideration of the fluctuation of time-dependent matric suction is developed. The proposed method is validated for several test problems. Application examples of transient modeling of flow for rainfall-induced landslides in homogenous unsaturated soils are also conducted. Numerical results demonstrate that the proposed method is highly accurate to deal with transient flow in unsaturated soils for rainfall-induced landslides. In addition, it is found that the numerical method using the Richards equation with the Gardner model may provide a promising solution for different soil textures.http://dx.doi.org/10.1155/2018/7892789
spellingShingle Cheng-Yu Ku
Chih-Yu Liu
Yan Su
Jing-En Xiao
Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation Method
Geofluids
title Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation Method
title_full Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation Method
title_fullStr Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation Method
title_full_unstemmed Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation Method
title_short Modeling of Transient Flow in Unsaturated Geomaterials for Rainfall-Induced Landslides Using a Novel Spacetime Collocation Method
title_sort modeling of transient flow in unsaturated geomaterials for rainfall induced landslides using a novel spacetime collocation method
url http://dx.doi.org/10.1155/2018/7892789
work_keys_str_mv AT chengyuku modelingoftransientflowinunsaturatedgeomaterialsforrainfallinducedlandslidesusinganovelspacetimecollocationmethod
AT chihyuliu modelingoftransientflowinunsaturatedgeomaterialsforrainfallinducedlandslidesusinganovelspacetimecollocationmethod
AT yansu modelingoftransientflowinunsaturatedgeomaterialsforrainfallinducedlandslidesusinganovelspacetimecollocationmethod
AT jingenxiao modelingoftransientflowinunsaturatedgeomaterialsforrainfallinducedlandslidesusinganovelspacetimecollocationmethod