Estimating load carrying capacity of single pile in residual soils

Bored piles are extensively installed in Singapore residual soils for foundation purpose. Unfortunately, traditional design of bored piles is based on properties of clays, sands, or rocks. In addition, bored piles are designed relying on base resistance (Qb) despite the fact that side resistance’s (...

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Main Author: Kusuma, Mutiasani Dianmarti.
Other Authors: Leong Eng Choon
Format: Final Year Project
Language:English
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10356/49273
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-492732023-03-03T16:51:57Z Estimating load carrying capacity of single pile in residual soils Kusuma, Mutiasani Dianmarti. Leong Eng Choon School of Civil and Environmental Engineering APS Asia PDA Enterprise Pte Ltd DRNTU::Engineering::Civil engineering::Geotechnical Bored piles are extensively installed in Singapore residual soils for foundation purpose. Unfortunately, traditional design of bored piles is based on properties of clays, sands, or rocks. In addition, bored piles are designed relying on base resistance (Qb) despite the fact that side resistance’s (Qs) contribution towards the total axial capacity is higher at the working load. Therefore, the design of bored piles installed in Singapore residual soils is to be optimized considering both axial capacity and economical aspect. Bachelor of Engineering (Civil) 2012-05-16T08:28:13Z 2012-05-16T08:28:13Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49273 en Nanyang Technological University 83 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Kusuma, Mutiasani Dianmarti.
Estimating load carrying capacity of single pile in residual soils
description Bored piles are extensively installed in Singapore residual soils for foundation purpose. Unfortunately, traditional design of bored piles is based on properties of clays, sands, or rocks. In addition, bored piles are designed relying on base resistance (Qb) despite the fact that side resistance’s (Qs) contribution towards the total axial capacity is higher at the working load. Therefore, the design of bored piles installed in Singapore residual soils is to be optimized considering both axial capacity and economical aspect.
author2 Leong Eng Choon
author_facet Leong Eng Choon
Kusuma, Mutiasani Dianmarti.
format Final Year Project
author Kusuma, Mutiasani Dianmarti.
author_sort Kusuma, Mutiasani Dianmarti.
title Estimating load carrying capacity of single pile in residual soils
title_short Estimating load carrying capacity of single pile in residual soils
title_full Estimating load carrying capacity of single pile in residual soils
title_fullStr Estimating load carrying capacity of single pile in residual soils
title_full_unstemmed Estimating load carrying capacity of single pile in residual soils
title_sort estimating load carrying capacity of single pile in residual soils
publishDate 2012
url http://hdl.handle.net/10356/49273
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