Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar

The east coast industrial corridor is located between Gebeng in Pahang to Paka in Terengganu. Based on study conducted, the geology of the area consisted of beach ridges formed by the storm wave action of South China Sea. Further, for this study soil boring and CPT tests were conducted. For sampling...

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Main Authors: Ahmad @ Majid, Mohd Farid, Mohd Abdul Rahman, Shakirah, Aboo Bakar, Rofiza
Format: Research Reports
Language:English
Published: Institute of Research, Development and Commercialization, Universiti Teknologi MARA 2005
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Online Access:https://ir.uitm.edu.my/id/eprint/7838/2/7838.pdf
https://ir.uitm.edu.my/id/eprint/7838/
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spelling my.uitm.ir.78382023-01-16T04:55:22Z https://ir.uitm.edu.my/id/eprint/7838/ Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar Ahmad @ Majid, Mohd Farid Mohd Abdul Rahman, Shakirah Aboo Bakar, Rofiza Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships The east coast industrial corridor is located between Gebeng in Pahang to Paka in Terengganu. Based on study conducted, the geology of the area consisted of beach ridges formed by the storm wave action of South China Sea. Further, for this study soil boring and CPT tests were conducted. For sampling, special sampling equipment was fabricated to sample the sandy soil. Sieve analysis conducted found the soil to be silty sand of Poorly Graded Sand (SP) or Well Graded Sand (SW). Classification from CPT test could only provide indication of soil type present. Direct shear test conducted found the sandy soil to have internal angle of friction of around 30 degrees. The results of shear strength parameters (C and 0) from direct shear test was then compared with values obtained correlated using equation by Campanella and Robertson (1983). The result of comparison found that the equation by Campanella and Robertson would give higher 0 values than the direct shear test. The values would closer if C values is 0 (zero). This indicate presents of cohesion, C, reduced the accuracy of the equation. Institute of Research, Development and Commercialization, Universiti Teknologi MARA 2005 Research Reports NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/7838/2/7838.pdf Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar. (2005) [Research Reports] <http://terminalib.uitm.edu.my/7838.pdf> (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships
spellingShingle Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships
Ahmad @ Majid, Mohd Farid
Mohd Abdul Rahman, Shakirah
Aboo Bakar, Rofiza
Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar
description The east coast industrial corridor is located between Gebeng in Pahang to Paka in Terengganu. Based on study conducted, the geology of the area consisted of beach ridges formed by the storm wave action of South China Sea. Further, for this study soil boring and CPT tests were conducted. For sampling, special sampling equipment was fabricated to sample the sandy soil. Sieve analysis conducted found the soil to be silty sand of Poorly Graded Sand (SP) or Well Graded Sand (SW). Classification from CPT test could only provide indication of soil type present. Direct shear test conducted found the sandy soil to have internal angle of friction of around 30 degrees. The results of shear strength parameters (C and 0) from direct shear test was then compared with values obtained correlated using equation by Campanella and Robertson (1983). The result of comparison found that the equation by Campanella and Robertson would give higher 0 values than the direct shear test. The values would closer if C values is 0 (zero). This indicate presents of cohesion, C, reduced the accuracy of the equation.
format Research Reports
author Ahmad @ Majid, Mohd Farid
Mohd Abdul Rahman, Shakirah
Aboo Bakar, Rofiza
author_facet Ahmad @ Majid, Mohd Farid
Mohd Abdul Rahman, Shakirah
Aboo Bakar, Rofiza
author_sort Ahmad @ Majid, Mohd Farid
title Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar
title_short Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar
title_full Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar
title_fullStr Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar
title_full_unstemmed Site classification for soft soil at the east coast petrochemical industrial corridor / Mohd Farid Ahmad @ Majid, Shakirah Mohd Abdul Rahman and Rofiza Aboo Bakar
title_sort site classification for soft soil at the east coast petrochemical industrial corridor / mohd farid ahmad @ majid, shakirah mohd abdul rahman and rofiza aboo bakar
publisher Institute of Research, Development and Commercialization, Universiti Teknologi MARA
publishDate 2005
url https://ir.uitm.edu.my/id/eprint/7838/2/7838.pdf
https://ir.uitm.edu.my/id/eprint/7838/
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score 13.15806