Rainfall induced residual soil slope instability: building cracked and slope failure

Rainfall is one of the factors of slope failures due to the intensity of rainfall that will seep and increase the moisture content of geo-materials. One of the important role in slope stability is matric suction. This study present the relationship between rainfall and suction of soil which induced...

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Main Authors:	L. J., Yue, Mohd Fakhrurrazi, Ishak, M. S. I., Zaini, M. F., Zolkepli
Format:	Conference or Workshop Item
Language:	English
Published:	IOP Publishing 2019
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/26574/ http://umpir.ump.edu.my/id/eprint/26574/ http://umpir.ump.edu.my/id/eprint/26574/1/Rainfall%20induced%20residual%20soil%20slope%20instability%20building%20cracked%20and%20slope.pdf

id	ump-26574
recordtype	eprints
spelling	ump-265742019-12-17T08:27:07Z http://umpir.ump.edu.my/id/eprint/26574/ Rainfall induced residual soil slope instability: building cracked and slope failure L. J., Yue Mohd Fakhrurrazi, Ishak M. S. I., Zaini M. F., Zolkepli TA Engineering (General). Civil engineering (General) Rainfall is one of the factors of slope failures due to the intensity of rainfall that will seep and increase the moisture content of geo-materials. One of the important role in slope stability is matric suction. This study present the relationship between rainfall and suction of soil which induced the slope instability and the slope stability analysis involving a building which may cause by instability due to suction variation. The slope had separated into three parts which are top of slope, middle of slope and toe of slope. Every part has been inserted with three tensiometer with 0.3 m, 0.45 m and 0.9 m depth. Suction of soil on slope was carried out by using tensiometer. Intensity of rainfall was collected by using rain gauge which placed at open area which to compare with matric suction of soil. Several site and laboratory tests were carried out to identify the soil properties. Stability of slope was analyzed using Slope/w and Manual Calculation via input parameters collected from laboratory test and field test. Fellenius’ method was used to interpret the factor of safety for slope study. This includes the analysis of the factor of safety of slices at the selected area with its matric suction value. It was found that when the rainfall increased, the suction of soil decreased and affected to decrease of factor of safety. Hence, the constructed slope was suggested to be redesign to improve its safety factor. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/26574/1/Rainfall%20induced%20residual%20soil%20slope%20instability%20building%20cracked%20and%20slope.pdf L. J., Yue and Mohd Fakhrurrazi, Ishak and M. S. I., Zaini and M. F., Zolkepli (2019) Rainfall induced residual soil slope instability: building cracked and slope failure. In: IOP Conference Series: Materials Science and Engineering, The 2nd International Conference on Green Civil and Environmental Engineering, 4-6 September 2019 , Malang, East Java, Indonesia. pp. 1-11., 669 (012004). ISSN 1757-899X https://doi.org/10.1088/1757-899X/669/1/012004
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) L. J., Yue Mohd Fakhrurrazi, Ishak M. S. I., Zaini M. F., Zolkepli Rainfall induced residual soil slope instability: building cracked and slope failure
description	Rainfall is one of the factors of slope failures due to the intensity of rainfall that will seep and increase the moisture content of geo-materials. One of the important role in slope stability is matric suction. This study present the relationship between rainfall and suction of soil which induced the slope instability and the slope stability analysis involving a building which may cause by instability due to suction variation. The slope had separated into three parts which are top of slope, middle of slope and toe of slope. Every part has been inserted with three tensiometer with 0.3 m, 0.45 m and 0.9 m depth. Suction of soil on slope was carried out by using tensiometer. Intensity of rainfall was collected by using rain gauge which placed at open area which to compare with matric suction of soil. Several site and laboratory tests were carried out to identify the soil properties. Stability of slope was analyzed using Slope/w and Manual Calculation via input parameters collected from laboratory test and field test. Fellenius’ method was used to interpret the factor of safety for slope study. This includes the analysis of the factor of safety of slices at the selected area with its matric suction value. It was found that when the rainfall increased, the suction of soil decreased and affected to decrease of factor of safety. Hence, the constructed slope was suggested to be redesign to improve its safety factor.
format	Conference or Workshop Item
author	L. J., Yue Mohd Fakhrurrazi, Ishak M. S. I., Zaini M. F., Zolkepli
author_facet	L. J., Yue Mohd Fakhrurrazi, Ishak M. S. I., Zaini M. F., Zolkepli
author_sort	L. J., Yue
title	Rainfall induced residual soil slope instability: building cracked and slope failure
title_short	Rainfall induced residual soil slope instability: building cracked and slope failure
title_full	Rainfall induced residual soil slope instability: building cracked and slope failure
title_fullStr	Rainfall induced residual soil slope instability: building cracked and slope failure
title_full_unstemmed	Rainfall induced residual soil slope instability: building cracked and slope failure
title_sort	rainfall induced residual soil slope instability: building cracked and slope failure
publisher	IOP Publishing
publishDate	2019
url	http://umpir.ump.edu.my/id/eprint/26574/ http://umpir.ump.edu.my/id/eprint/26574/ http://umpir.ump.edu.my/id/eprint/26574/1/Rainfall%20induced%20residual%20soil%20slope%20instability%20building%20cracked%20and%20slope.pdf
first_indexed	2023-09-18T22:41:27Z
last_indexed	2023-09-18T22:41:27Z
_version_	1777416942695481344

Rainfall induced residual soil slope instability: building cracked and slope failure

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