Staff View: Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition

Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition

In this study, physical-based model was used in this work to identify the influence of excessive rainfall intensity on the stability of a slope. Mining sand from a mining region in Kampung Kuala Trong, Taiping, Perak, is the soil used in the physical modelling. The parameter of the soil that lead to...

Full description

Saved in:

Bibliographic Details
Main Author:	Zulmahdi, Zuraini
Format:	Monograph
Language:	English
Published:	Universiti Sains Malaysia 2022
Subjects:	T Technology TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.usm.my/57581/1/Mechanism%20Of%20Pore%20Water%20Pressure%20And%20Groundwater%20Fluctuation%20In%20Slope%20Stability%20Under%20Heavy%20Rainfall%20Condition.pdf http://eprints.usm.my/57581/
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my.usm.eprints.57581
record_format	eprints
spelling	my.usm.eprints.57581 http://eprints.usm.my/57581/ Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition Zulmahdi, Zuraini T Technology TA Engineering (General). Civil engineering (General) In this study, physical-based model was used in this work to identify the influence of excessive rainfall intensity on the stability of a slope. Mining sand from a mining region in Kampung Kuala Trong, Taiping, Perak, is the soil used in the physical modelling. The parameter of the soil that lead to slope failure are characterized. Selected extreme rainfall intensity is based on direct adoption. From the identified rainfall intensity, Volumetric Water Content and Matric Suction can be measured using the physical model. The simulation is conducted in a 2 different cases and parameter. The duration of the simulated rainfall is 6-hour. The overall trend of the matric suction measurement in each case is increasing with a few exceptions of tensiometer that shows decreasing value. After the rain simulation stopped, the matric suction decreased rapidly and remain stagnant follow by a significant dropping significantly. For the volumetric water content, there is a similar increase in the trend during the rainfall simulation. However, there is difference in term of initial and increment of water content for different part of the slope. for the lower part of the slope, the initial water content is much higher which at 24 - 26 % and during the rainfall simulation it increase up to 30 - 33 %. While for the upper part are at 20 -22 % with a slight increment during the rainfall simulation which is increase to 23 - 26 %. For all cases there is no failure had been occurred but there are still have slightly soil movement of the slope. Numerical analysis is done to model the cases in GeoStudio software. To see the factor of safety and it shows that the increased in rainfall intensity would affect the factor of safety of the slope stability. Universiti Sains Malaysia 2022-08-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/57581/1/Mechanism%20Of%20Pore%20Water%20Pressure%20And%20Groundwater%20Fluctuation%20In%20Slope%20Stability%20Under%20Heavy%20Rainfall%20Condition.pdf Zulmahdi, Zuraini (2022) Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted)
institution	Universiti Sains Malaysia
building	Hamzah Sendut Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Sains Malaysia
content_source	USM Institutional Repository
url_provider	http://eprints.usm.my/
language	English
topic	T Technology TA Engineering (General). Civil engineering (General)
spellingShingle	T Technology TA Engineering (General). Civil engineering (General) Zulmahdi, Zuraini Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition
description	In this study, physical-based model was used in this work to identify the influence of excessive rainfall intensity on the stability of a slope. Mining sand from a mining region in Kampung Kuala Trong, Taiping, Perak, is the soil used in the physical modelling. The parameter of the soil that lead to slope failure are characterized. Selected extreme rainfall intensity is based on direct adoption. From the identified rainfall intensity, Volumetric Water Content and Matric Suction can be measured using the physical model. The simulation is conducted in a 2 different cases and parameter. The duration of the simulated rainfall is 6-hour. The overall trend of the matric suction measurement in each case is increasing with a few exceptions of tensiometer that shows decreasing value. After the rain simulation stopped, the matric suction decreased rapidly and remain stagnant follow by a significant dropping significantly. For the volumetric water content, there is a similar increase in the trend during the rainfall simulation. However, there is difference in term of initial and increment of water content for different part of the slope. for the lower part of the slope, the initial water content is much higher which at 24 - 26 % and during the rainfall simulation it increase up to 30 - 33 %. While for the upper part are at 20 -22 % with a slight increment during the rainfall simulation which is increase to 23 - 26 %. For all cases there is no failure had been occurred but there are still have slightly soil movement of the slope. Numerical analysis is done to model the cases in GeoStudio software. To see the factor of safety and it shows that the increased in rainfall intensity would affect the factor of safety of the slope stability.
format	Monograph
author	Zulmahdi, Zuraini
author_facet	Zulmahdi, Zuraini
author_sort	Zulmahdi, Zuraini
title	Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition
title_short	Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition
title_full	Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition
title_fullStr	Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition
title_full_unstemmed	Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition
title_sort	mechanism of pore water pressure and groundwater fluctuation in slope stability under heavy rainfall condition
publisher	Universiti Sains Malaysia
publishDate	2022
url	http://eprints.usm.my/57581/1/Mechanism%20Of%20Pore%20Water%20Pressure%20And%20Groundwater%20Fluctuation%20In%20Slope%20Stability%20Under%20Heavy%20Rainfall%20Condition.pdf http://eprints.usm.my/57581/
_version_	1761617417366142976
score	13.211869

Mechanism Of Pore Water Pressure And Groundwater Fluctuation In Slope Stability Under Heavy Rainfall Condition

Similar Items