Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway
Retaining wall is a structure that are designed and constructed to withstand lateral pressure acting on it. It also plays a huge role to channel the water to the safe area that can minimize the impact of vortex phenomena. This paper is comparing the stability analysis and cost benefit analysis betwe...
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my.uniten.dspace-258232023-05-29T16:14:51Z Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway Hassani A. Melan A. Zawawi M.H. Syamsir A. Azman S. Radzi M.R.M. Sabri S. 57210389923 57210391898 39162217600 57195320482 57212472213 57204677038 57212460364 Retaining wall is a structure that are designed and constructed to withstand lateral pressure acting on it. It also plays a huge role to channel the water to the safe area that can minimize the impact of vortex phenomena. This paper is comparing the stability analysis and cost benefit analysis between two types of retaining wall that proposed to be an extension wall to the existing spillway�s retaining wall at Kenyir Dam:- (i) gabion wall and (ii) reinforced concrete retaining wall (RC wall). The optimized dimension and layout for both type of retaining wall is presented in this paper considering the stability analysis requirements. Other than that, cost benefit analysis is conducted in order to compare the most effective cost between these two type of walls. It is found that the price for gabion wall is lower than RC wall considering the replacement of the gabion wall after 10 years. � 2020, Springer Nature Singapore Pte Ltd. Final 2023-05-29T08:14:51Z 2023-05-29T08:14:51Z 2020 Book Chapter 10.1007/978-981-15-1971-0_66 2-s2.0-85076747190 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85076747190&doi=10.1007%2f978-981-15-1971-0_66&partnerID=40&md5=f493e0134b4ad290857f71e3ebc82be3 https://irepository.uniten.edu.my/handle/123456789/25823 671 679 Springer Scopus |
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Retaining wall is a structure that are designed and constructed to withstand lateral pressure acting on it. It also plays a huge role to channel the water to the safe area that can minimize the impact of vortex phenomena. This paper is comparing the stability analysis and cost benefit analysis between two types of retaining wall that proposed to be an extension wall to the existing spillway�s retaining wall at Kenyir Dam:- (i) gabion wall and (ii) reinforced concrete retaining wall (RC wall). The optimized dimension and layout for both type of retaining wall is presented in this paper considering the stability analysis requirements. Other than that, cost benefit analysis is conducted in order to compare the most effective cost between these two type of walls. It is found that the price for gabion wall is lower than RC wall considering the replacement of the gabion wall after 10 years. � 2020, Springer Nature Singapore Pte Ltd. |
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57210389923 |
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57210389923 Hassani A. Melan A. Zawawi M.H. Syamsir A. Azman S. Radzi M.R.M. Sabri S. |
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Book Chapter |
author |
Hassani A. Melan A. Zawawi M.H. Syamsir A. Azman S. Radzi M.R.M. Sabri S. |
spellingShingle |
Hassani A. Melan A. Zawawi M.H. Syamsir A. Azman S. Radzi M.R.M. Sabri S. Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway |
author_sort |
Hassani A. |
title |
Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway |
title_short |
Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway |
title_full |
Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway |
title_fullStr |
Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway |
title_full_unstemmed |
Stability Analysis and Cost Benefit Analysis of the Extension Retaining Wall for Kenyir Dam Spillway |
title_sort |
stability analysis and cost benefit analysis of the extension retaining wall for kenyir dam spillway |
publisher |
Springer |
publishDate |
2023 |
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1806427569437802496 |
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