Development A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope Failure

A simple method is developed in this paper to evaluate rainfall induces slope instability. The method dealt with one dimensional infiltration on the shallow slope. The study was focused on the study of the effect of rainfall pattern, duration, soils type and slope angle on the stability of slope. Tw...

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Main Author: Agus Setyo Muntohar, Jazaul Ikhsan
Format: Proceeding
Language: Bahasa Inggris
Published: Quality in Research 2013
Subjects:
Online Access: http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64432
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id oai:lib.umy.ac.id:64432
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spelling oai:lib.umy.ac.id:644322021-06-16T13:08:08ZDevelopment A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope FailureAgus Setyo Muntohar, Jazaul Ikhsanrainfall, infiltration, slope failure, seepageA simple method is developed in this paper to evaluate rainfall induces slope instability. The method dealt with one dimensional infiltration on the shallow slope. The study was focused on the study of the effect of rainfall pattern, duration, soils type and slope angle on the stability of slope. Two soil types, those were low and high permeability, and slope angle were selected to examine the proposed model. The results of the study show that the proposed model was simple model and suitable to assess rainfall induced slope instability especially shallow landslides type. The proposed model enable to estimate the infiltration and slope stability during the rainfall as the FEM results was more conservative. Infiltration was strongly affected by rainfall pattern, inclination of slope and the hydraulic properties of soil.Quality in Research2013Proceeding-Bahasa Inggrishttp://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64432
institution Universitas Muhammadiyah Yogyakarta
collection Perpustakaan Yogyakarta
language Bahasa Inggris
topic rainfall, infiltration, slope failure, seepage
spellingShingle rainfall, infiltration, slope failure, seepage
Agus Setyo Muntohar, Jazaul Ikhsan
Development A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope Failure
description A simple method is developed in this paper to evaluate rainfall induces slope instability. The method dealt with one dimensional infiltration on the shallow slope. The study was focused on the study of the effect of rainfall pattern, duration, soils type and slope angle on the stability of slope. Two soil types, those were low and high permeability, and slope angle were selected to examine the proposed model. The results of the study show that the proposed model was simple model and suitable to assess rainfall induced slope instability especially shallow landslides type. The proposed model enable to estimate the infiltration and slope stability during the rainfall as the FEM results was more conservative. Infiltration was strongly affected by rainfall pattern, inclination of slope and the hydraulic properties of soil.
format Proceeding
author Agus Setyo Muntohar, Jazaul Ikhsan
author_sort Agus Setyo Muntohar, Jazaul Ikhsan
title Development A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope Failure
title_short Development A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope Failure
title_full Development A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope Failure
title_fullStr Development A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope Failure
title_full_unstemmed Development A Simple Model for Preliminary Evaluation on Extreme Rainfall Induces Shallow Slope Failure
title_sort development a simple model for preliminary evaluation on extreme rainfall induces shallow slope failure
publisher Quality in Research
publishDate 2013
url http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64432
isbn -
_version_ 1702751159541825536
score 14.79448