Soil Pile Set-Up Of Driven Pile In Clay

Soil/ pile set-up is a phenomenon of pile capacity increase in a driven pile as time passes which is often ignored. Incorporation of set-up effect in routine designing of piles could result in saving due to smaller required section or lesser driving energy. This research was carried out to study...

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Main Author: Ng, Wen Kuan
Format: Thesis
Language:English
Published: 2013
Subjects:
Online Access:http://eprints.usm.my/59488/
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author Ng, Wen Kuan
author_facet Ng, Wen Kuan
author_sort Ng, Wen Kuan
description Soil/ pile set-up is a phenomenon of pile capacity increase in a driven pile as time passes which is often ignored. Incorporation of set-up effect in routine designing of piles could result in saving due to smaller required section or lesser driving energy. This research was carried out to study if small cylindrical metal piles with diameters ranging from 12.0 mm to 75.5 mm that were driven in the field and cylindrical metal rods with diameters ranging from 9.4 mm to 25.6 mm that were tested in laboratory, were capable of measuring set-up parameters of actual working piles and determining factors that affect set-up in clays. The field tests have involved depths ranging from 1.0 m to 9.8 m and periodical data readings of up to 350 days while the laboratory tests have had 450 mm of horizontal penetrations and data collection for up to 28 days. In addition, the field tests have also included square reinforced concrete piles, 300 mm to 400 nun in thicknesses, and driven to a depth of9 m. Two sites have been used for the tests namely within the campuses of Universiti Sains Malaysia in Nibong Tebal, Pulau Pinang and Universiti Teknologi Mara in Permatang Pauh, Pulau Pinang.
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spelling usm-594882023-10-13T02:17:16Z http://eprints.usm.my/59488/ Soil Pile Set-Up Of Driven Pile In Clay Ng, Wen Kuan TA1-2040 Engineering (General). Civil engineering (General) Soil/ pile set-up is a phenomenon of pile capacity increase in a driven pile as time passes which is often ignored. Incorporation of set-up effect in routine designing of piles could result in saving due to smaller required section or lesser driving energy. This research was carried out to study if small cylindrical metal piles with diameters ranging from 12.0 mm to 75.5 mm that were driven in the field and cylindrical metal rods with diameters ranging from 9.4 mm to 25.6 mm that were tested in laboratory, were capable of measuring set-up parameters of actual working piles and determining factors that affect set-up in clays. The field tests have involved depths ranging from 1.0 m to 9.8 m and periodical data readings of up to 350 days while the laboratory tests have had 450 mm of horizontal penetrations and data collection for up to 28 days. In addition, the field tests have also included square reinforced concrete piles, 300 mm to 400 nun in thicknesses, and driven to a depth of9 m. Two sites have been used for the tests namely within the campuses of Universiti Sains Malaysia in Nibong Tebal, Pulau Pinang and Universiti Teknologi Mara in Permatang Pauh, Pulau Pinang. 2013-02 Thesis NonPeerReviewed application/pdf en http://eprints.usm.my/59488/1/24%20Pages%20from%2000001780179.pdf Ng, Wen Kuan (2013) Soil Pile Set-Up Of Driven Pile In Clay. PhD thesis, Perpustakaan Hamzah Sendut.
spellingShingle TA1-2040 Engineering (General). Civil engineering (General)
Ng, Wen Kuan
Soil Pile Set-Up Of Driven Pile In Clay
title Soil Pile Set-Up Of Driven Pile In Clay
title_full Soil Pile Set-Up Of Driven Pile In Clay
title_fullStr Soil Pile Set-Up Of Driven Pile In Clay
title_full_unstemmed Soil Pile Set-Up Of Driven Pile In Clay
title_short Soil Pile Set-Up Of Driven Pile In Clay
title_sort soil pile set up of driven pile in clay
topic TA1-2040 Engineering (General). Civil engineering (General)
url http://eprints.usm.my/59488/
work_keys_str_mv AT ngwenkuan soilpilesetupofdrivenpileinclay