Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi
Piling is mainly known in a deep foundation category that is designed specially to transfer all type of load inside superstructure to the deepest bed of soil. Spun pile and reinforcement concrete piles are one of the common piles used and designed with numbers of methods by using many formulas. With...
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Universiti Teknologi MARA, Perak
2019
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my.uitm.ir.993012024-08-04T14:15:29Z https://ir.uitm.edu.my/id/eprint/99301/ Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi Wan Najmi, Wan Mohd Danial Building fittings and their installation Piling is mainly known in a deep foundation category that is designed specially to transfer all type of load inside superstructure to the deepest bed of soil. Spun pile and reinforcement concrete piles are one of the common piles used and designed with numbers of methods by using many formulas. With these installations of deep foundation, there are also few methods of construction conducted. The main objective of this case study is to identify the method construction for pre-boring and installation of spun pile, investigate the relationship of pile driver analyzer with piles installed, and to identify the hazards occur during the construction. The installation and method used for this deep foundation installation is also conducted and approved with tolerance and its designed working load capacity. Universiti Teknologi MARA, Perak 2019 Monograph NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/99301/1/99301.pdf Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi. (2019) Industrial Training. Universiti Teknologi MARA, Perak. (Submitted) |
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Building fittings and their installation Wan Najmi, Wan Mohd Danial Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi |
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Piling is mainly known in a deep foundation category that is designed specially to transfer all type of load inside superstructure to the deepest bed of soil. Spun pile and reinforcement concrete piles are one of the common piles used and designed with numbers of methods by using many formulas. With these installations of deep foundation, there are also few methods of construction conducted. The main objective of this case study is to identify the method construction for pre-boring and installation of spun pile, investigate the relationship of pile driver analyzer with piles installed, and to identify the hazards occur during the construction. The installation and method used for this deep foundation installation is also conducted and approved with tolerance and its designed working load capacity. |
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Monograph |
author |
Wan Najmi, Wan Mohd Danial |
author_facet |
Wan Najmi, Wan Mohd Danial |
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Wan Najmi, Wan Mohd Danial |
title |
Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi |
title_short |
Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi |
title_full |
Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi |
title_fullStr |
Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi |
title_full_unstemmed |
Construction method of pre-boring works and spun pile installation at PTD 182919, Bukit Indah, Johor Bahru / Wan Mohd Danial Wan Najmi |
title_sort |
construction method of pre-boring works and spun pile installation at ptd 182919, bukit indah, johor bahru / wan mohd danial wan najmi |
publisher |
Universiti Teknologi MARA, Perak |
publishDate |
2019 |
url |
https://ir.uitm.edu.my/id/eprint/99301/1/99301.pdf https://ir.uitm.edu.my/id/eprint/99301/ |
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1806517537992605696 |
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13.19449 |