On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm

The occurrence of multiple critical slip surfaces with equal importance in rehabilitating and reinforcing slopes has been frequently observed in geotechnical engineering practices. The simultaneous determination of these potential slip surfaces is, however, not trivial. This paper presents a methodo...

Full description

Saved in:
Bibliographic Details
Main Authors: Liang Li, Ming Zhai, Xianzhang Ling, Xuesong Chu, Bin Hu, Yungming Cheng
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/6821548
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832554106846183424
author Liang Li
Ming Zhai
Xianzhang Ling
Xuesong Chu
Bin Hu
Yungming Cheng
author_facet Liang Li
Ming Zhai
Xianzhang Ling
Xuesong Chu
Bin Hu
Yungming Cheng
author_sort Liang Li
collection DOAJ
description The occurrence of multiple critical slip surfaces with equal importance in rehabilitating and reinforcing slopes has been frequently observed in geotechnical engineering practices. The simultaneous determination of these potential slip surfaces is, however, not trivial. This paper presents a methodology based on the smoothed particle hydrodynamics (SPH) approach, which can simultaneously determine multiple failure slip surfaces and the debris flow process without previous knowledge or trial-and-error processes, and this methodology is validated against a slope with the presence of multiple critical slip surfaces. The proposed methodology serves as an efficient and effective alternative approach to traditional approaches, which involve cumbersome treatments performed by engineers based on their subjective experiences. The multiple sources of failure slip surfaces in slope stability are equivalent to multiple sources of initiation of slope failure, and it is found that SPH can provide a direct and systematic tool for identifying multiple failure slip surfaces. However, some minor potential problems are also found with the use of the SPH method in actual applications.
format Article
id doaj-art-a816891861df40e3ad884ba94bf7daa4
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2020-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-a816891861df40e3ad884ba94bf7daa42025-02-03T05:52:28ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/68215486821548On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH AlgorithmLiang Li0Ming Zhai1Xianzhang Ling2Xuesong Chu3Bin Hu4Yungming Cheng5School of Civil Engineering, Qingdao University of Technology, Qingdao, ChinaSchool of Civil Engineering, Qingdao University of Technology, Qingdao, ChinaSchool of Civil Engineering, Qingdao University of Technology, Qingdao, ChinaSchool of Civil Engineering, Qingdao University of Technology, Qingdao, ChinaSchool of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, ChinaSchool of Civil Engineering, Qingdao University of Technology, Qingdao, ChinaThe occurrence of multiple critical slip surfaces with equal importance in rehabilitating and reinforcing slopes has been frequently observed in geotechnical engineering practices. The simultaneous determination of these potential slip surfaces is, however, not trivial. This paper presents a methodology based on the smoothed particle hydrodynamics (SPH) approach, which can simultaneously determine multiple failure slip surfaces and the debris flow process without previous knowledge or trial-and-error processes, and this methodology is validated against a slope with the presence of multiple critical slip surfaces. The proposed methodology serves as an efficient and effective alternative approach to traditional approaches, which involve cumbersome treatments performed by engineers based on their subjective experiences. The multiple sources of failure slip surfaces in slope stability are equivalent to multiple sources of initiation of slope failure, and it is found that SPH can provide a direct and systematic tool for identifying multiple failure slip surfaces. However, some minor potential problems are also found with the use of the SPH method in actual applications.http://dx.doi.org/10.1155/2020/6821548
spellingShingle Liang Li
Ming Zhai
Xianzhang Ling
Xuesong Chu
Bin Hu
Yungming Cheng
On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm
Advances in Civil Engineering
title On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm
title_full On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm
title_fullStr On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm
title_full_unstemmed On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm
title_short On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm
title_sort on the location of multiple failure slip surfaces in slope stability problems using the meshless sph algorithm
url http://dx.doi.org/10.1155/2020/6821548
work_keys_str_mv AT liangli onthelocationofmultiplefailureslipsurfacesinslopestabilityproblemsusingthemeshlesssphalgorithm
AT mingzhai onthelocationofmultiplefailureslipsurfacesinslopestabilityproblemsusingthemeshlesssphalgorithm
AT xianzhangling onthelocationofmultiplefailureslipsurfacesinslopestabilityproblemsusingthemeshlesssphalgorithm
AT xuesongchu onthelocationofmultiplefailureslipsurfacesinslopestabilityproblemsusingthemeshlesssphalgorithm
AT binhu onthelocationofmultiplefailureslipsurfacesinslopestabilityproblemsusingthemeshlesssphalgorithm
AT yungmingcheng onthelocationofmultiplefailureslipsurfacesinslopestabilityproblemsusingthemeshlesssphalgorithm