Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway

Recently, the public become more concern about slope failure and landslide. Beside that, the governments try to limit any construction at high risk slope area and enforce the construction at high risk slope to provide ground improvement and slope reinforcement. This response is due to the landslide...

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Main Author:	Audi Munir, Mahmud
Format:	Undergraduates Project Papers
Language:	English
Published:	2011
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/1293/ http://umpir.ump.edu.my/id/eprint/1293/1/CD_4386.pdf

id	ump-1293
recordtype	eprints
spelling	ump-12932016-04-18T04:32:39Z http://umpir.ump.edu.my/id/eprint/1293/ Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway Audi Munir, Mahmud TA Engineering (General). Civil engineering (General) Recently, the public become more concern about slope failure and landslide. Beside that, the governments try to limit any construction at high risk slope area and enforce the construction at high risk slope to provide ground improvement and slope reinforcement. This response is due to the landslide problem that happened frequently in year 2008. In response to the rising problems, this study has been proposed for the Final Year Project. The objective of this Final Year Project is to determine the basic properties, shear strength and unit weight of slope which is located at kilometer 141 from KL-Kuantan Highway. The analysis then will determine the better option between soil nail and anchor reinforcement since these two methods are commonly used. Based on particle size distribution, the soil at three part of slope are dominant by sandy soil type. The moisture content result for the slope is range 22% to 26%. For plastic limit result, the range is 21% to 25% and for liquid limits results, the range is 43% to 50%. The range of dry unit weight is 11kN/m 3 3 to 12kN/m with optimum moisture content is 13% to 18%. Based on this result, toe the slope is the most dense part since the dry unit weight is the highest and lowest optimum moisture content. The average shear strength for lower layer is higher than upper layer which is 93.49kPa for lower layer and 71.76kPa for the upper layer. By using slope/W software, the factor of safety (FOS) of existing slope is determined, which is 2.044. Beside that, analysis shows that soil nail reinforcement will give the higher FOS rather than using anchor reinforcement which is 2.940 for soil nail reinforcement and 2.847 for anchor reinforcement. This probably because the soil nails have a lower load requirement than tieback anchors, and are placed closer together. 2011-05 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/1293/1/CD_4386.pdf Audi Munir, Mahmud (2011) Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway. Faculty of Civil & Earth Resources, Universiti Malaysia Pahang.
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) Audi Munir, Mahmud Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway
description	Recently, the public become more concern about slope failure and landslide. Beside that, the governments try to limit any construction at high risk slope area and enforce the construction at high risk slope to provide ground improvement and slope reinforcement. This response is due to the landslide problem that happened frequently in year 2008. In response to the rising problems, this study has been proposed for the Final Year Project. The objective of this Final Year Project is to determine the basic properties, shear strength and unit weight of slope which is located at kilometer 141 from KL-Kuantan Highway. The analysis then will determine the better option between soil nail and anchor reinforcement since these two methods are commonly used. Based on particle size distribution, the soil at three part of slope are dominant by sandy soil type. The moisture content result for the slope is range 22% to 26%. For plastic limit result, the range is 21% to 25% and for liquid limits results, the range is 43% to 50%. The range of dry unit weight is 11kN/m 3 3 to 12kN/m with optimum moisture content is 13% to 18%. Based on this result, toe the slope is the most dense part since the dry unit weight is the highest and lowest optimum moisture content. The average shear strength for lower layer is higher than upper layer which is 93.49kPa for lower layer and 71.76kPa for the upper layer. By using slope/W software, the factor of safety (FOS) of existing slope is determined, which is 2.044. Beside that, analysis shows that soil nail reinforcement will give the higher FOS rather than using anchor reinforcement which is 2.940 for soil nail reinforcement and 2.847 for anchor reinforcement. This probably because the soil nails have a lower load requirement than tieback anchors, and are placed closer together.
format	Undergraduates Project Papers
author	Audi Munir, Mahmud
author_facet	Audi Munir, Mahmud
author_sort	Audi Munir, Mahmud
title	Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway
title_short	Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway
title_full	Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway
title_fullStr	Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway
title_full_unstemmed	Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway
title_sort	site investigation, sampling and slope stability analysis at kilometer 141 kl-kuantan highway
publishDate	2011
url	http://umpir.ump.edu.my/id/eprint/1293/ http://umpir.ump.edu.my/id/eprint/1293/1/CD_4386.pdf
first_indexed	2023-09-18T21:54:18Z
last_indexed	2023-09-18T21:54:18Z
_version_	1777413976060067840

Site investigation, sampling and slope stability analysis at kilometer 141 KL-Kuantan highway

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