Optimization of cost effectiveness for slope stability

The development of infrastructure in Malaysia have been expand and more development within slope area were build widely that cause many slope failures. The dilemma that engineers nowadays face are to determine the suitability of the analysis methods and construction cost that is one of the main pr...

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Main Author: Afiq, Mohamad Nor
Format: Undergraduates Project Papers
Language:English
Published: 2010
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/2575/
http://umpir.ump.edu.my/id/eprint/2575/1/AFIQ_BIN_MOHAMAD_NOR.PDF
id ump-2575
recordtype eprints
spelling ump-25752015-03-03T07:57:20Z http://umpir.ump.edu.my/id/eprint/2575/ Optimization of cost effectiveness for slope stability Afiq, Mohamad Nor TA Engineering (General). Civil engineering (General) The development of infrastructure in Malaysia have been expand and more development within slope area were build widely that cause many slope failures. The dilemma that engineers nowadays face are to determine the suitability of the analysis methods and construction cost that is one of the main problems that cause lack of quality in construction of any infrastructure especially in slopes area. The knowledge of analysis and design of slope stability and the suitability of the slope protection used has been crucial to prevent any disaster happen. There were different methods used for slope stability analysis such as Ordinary, Bishop, Janbu,, Spencer, Sharma etc including various types of slope protection used in Malaysia occording to the suitability and costing. The objectives of this study are to compare the various methods of slope stability analysis used and hence determine the optimum cost for the selected slope protection. This study was made based on two selected slopes at Lot 4189, Bandar Tanjong Bungah, Jalan Selari Pantai Utara, Pulau Pinang using Ordinary, Bishop, Janbu dan Morgenstern-Price methods. The analysis were performed by using software GeoStudio 2007. The result of the analysis showed that Morgenstem-Price method was the realistic and reasonable method that can be used in analysing both of the selected slopes while Reinforced concrete retaining wall gives the optimum cost for both selected slopes. 2010-12 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2575/1/AFIQ_BIN_MOHAMAD_NOR.PDF Afiq, Mohamad Nor (2010) Optimization of cost effectiveness for slope stability. Faculty of Civil Engineering & 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)
Afiq, Mohamad Nor
Optimization of cost effectiveness for slope stability
description The development of infrastructure in Malaysia have been expand and more development within slope area were build widely that cause many slope failures. The dilemma that engineers nowadays face are to determine the suitability of the analysis methods and construction cost that is one of the main problems that cause lack of quality in construction of any infrastructure especially in slopes area. The knowledge of analysis and design of slope stability and the suitability of the slope protection used has been crucial to prevent any disaster happen. There were different methods used for slope stability analysis such as Ordinary, Bishop, Janbu,, Spencer, Sharma etc including various types of slope protection used in Malaysia occording to the suitability and costing. The objectives of this study are to compare the various methods of slope stability analysis used and hence determine the optimum cost for the selected slope protection. This study was made based on two selected slopes at Lot 4189, Bandar Tanjong Bungah, Jalan Selari Pantai Utara, Pulau Pinang using Ordinary, Bishop, Janbu dan Morgenstern-Price methods. The analysis were performed by using software GeoStudio 2007. The result of the analysis showed that Morgenstem-Price method was the realistic and reasonable method that can be used in analysing both of the selected slopes while Reinforced concrete retaining wall gives the optimum cost for both selected slopes.
format Undergraduates Project Papers
author Afiq, Mohamad Nor
author_facet Afiq, Mohamad Nor
author_sort Afiq, Mohamad Nor
title Optimization of cost effectiveness for slope stability
title_short Optimization of cost effectiveness for slope stability
title_full Optimization of cost effectiveness for slope stability
title_fullStr Optimization of cost effectiveness for slope stability
title_full_unstemmed Optimization of cost effectiveness for slope stability
title_sort optimization of cost effectiveness for slope stability
publishDate 2010
url http://umpir.ump.edu.my/id/eprint/2575/
http://umpir.ump.edu.my/id/eprint/2575/1/AFIQ_BIN_MOHAMAD_NOR.PDF
first_indexed 2023-09-18T21:56:30Z
last_indexed 2023-09-18T21:56:30Z
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