Mechanism of rainfall triggering landslides in Kulonprogo, Indonesia

A landslide occurred during intense rainfall on 17 to 22 November 2012 in Kulonprogo, Indonesia is evaluated in this paper. The main objective of this work is to investigate the mechanism of rainfall induces landslide and thereby determine the critical time of instability. A finite element seepage a...

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Main Author: Agus Setyo Muntohar, Jazaul Ikhsan,Eko Soebowo
Format: Proceeding
Language: Bahasa Inggris
Published: American Society of Civil Engineers. 2013
Subjects:
Online Access: http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64461
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spelling oai:lib.umy.ac.id:644612021-06-16T13:08:08ZMechanism of rainfall triggering landslides in Kulonprogo, IndonesiaAgus Setyo Muntohar, Jazaul Ikhsan,Eko Soeboworainfall, landslideA landslide occurred during intense rainfall on 17 to 22 November 2012 in Kulonprogo, Indonesia is evaluated in this paper. The main objective of this work is to investigate the mechanism of rainfall induces landslide and thereby determine the critical time of instability. A finite element seepage analysis was performed to simulate the changes in pore water pressure during the rainfall event. Incorporation seepage model, the limit equilibrium slope stability method was applied to calculate the variations in the factor of safety during the event. Effective stress Mohr–Coulomb failure criterion was applied in the soil failure modeling. For the investigated site, the trend of the factor of safety indicates that the critical time for failure occurs about three days after the intense-rainfall commences. Seepage caused rising of the ground water table, and increased pore water pressure. The slope instability was controlled by the residual shear strength.American Society of Civil Engineers.2013Proceeding-Bahasa Inggrishttp://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64461
institution Universitas Muhammadiyah Yogyakarta
collection Perpustakaan Yogyakarta
language Bahasa Inggris
topic rainfall, landslide
spellingShingle rainfall, landslide
Agus Setyo Muntohar, Jazaul Ikhsan,Eko Soebowo
Mechanism of rainfall triggering landslides in Kulonprogo, Indonesia
description A landslide occurred during intense rainfall on 17 to 22 November 2012 in Kulonprogo, Indonesia is evaluated in this paper. The main objective of this work is to investigate the mechanism of rainfall induces landslide and thereby determine the critical time of instability. A finite element seepage analysis was performed to simulate the changes in pore water pressure during the rainfall event. Incorporation seepage model, the limit equilibrium slope stability method was applied to calculate the variations in the factor of safety during the event. Effective stress Mohr–Coulomb failure criterion was applied in the soil failure modeling. For the investigated site, the trend of the factor of safety indicates that the critical time for failure occurs about three days after the intense-rainfall commences. Seepage caused rising of the ground water table, and increased pore water pressure. The slope instability was controlled by the residual shear strength.
format Proceeding
author Agus Setyo Muntohar, Jazaul Ikhsan,Eko Soebowo
author_sort Agus Setyo Muntohar, Jazaul Ikhsan,Eko Soebowo
title Mechanism of rainfall triggering landslides in Kulonprogo, Indonesia
title_short Mechanism of rainfall triggering landslides in Kulonprogo, Indonesia
title_full Mechanism of rainfall triggering landslides in Kulonprogo, Indonesia
title_fullStr Mechanism of rainfall triggering landslides in Kulonprogo, Indonesia
title_full_unstemmed Mechanism of rainfall triggering landslides in Kulonprogo, Indonesia
title_sort mechanism of rainfall triggering landslides in kulonprogo, indonesia
publisher American Society of Civil Engineers.
publishDate 2013
url http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64461
isbn -
_version_ 1702751165271244800
score 14.79448