Evaluation of soil parameters for the design of bored piles in residual soils

The goal of this project is to provide a better characterization of side and base resistance for the design of bored piles in residual soils. This is done by back analyses of three existing case studies of similar piles in residual soil. The analyses include site investigation result from SPT and CP...

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Bibliographic Details
Main Author: Harris Mohammed Reza Bin Halim.
Other Authors: Leong Eng Choon
Format: Final Year Project (FYP)
Language:English
Published: 2011
Subjects:
Online Access:http://hdl.handle.net/10356/44954
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author Harris Mohammed Reza Bin Halim.
author2 Leong Eng Choon
author_facet Leong Eng Choon
Harris Mohammed Reza Bin Halim.
author_sort Harris Mohammed Reza Bin Halim.
collection NTU
description The goal of this project is to provide a better characterization of side and base resistance for the design of bored piles in residual soils. This is done by back analyses of three existing case studies of similar piles in residual soil. The analyses include site investigation result from SPT and CPT as well static pile load test results of the piles. The objective of the back analyses is to determine an appropriate correlation for the ultimate pile shaft capacity and as well for load vs pile head settlement with appropriate semi-empirical formulas available. With the appropriate correlation, a better prediction of the ultimate pile shaft capacity as well the load vs pile head settlement in residual soils will be possible.
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spelling ntu-10356/449542023-03-03T17:09:49Z Evaluation of soil parameters for the design of bored piles in residual soils Harris Mohammed Reza Bin Halim. Leong Eng Choon School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering The goal of this project is to provide a better characterization of side and base resistance for the design of bored piles in residual soils. This is done by back analyses of three existing case studies of similar piles in residual soil. The analyses include site investigation result from SPT and CPT as well static pile load test results of the piles. The objective of the back analyses is to determine an appropriate correlation for the ultimate pile shaft capacity and as well for load vs pile head settlement with appropriate semi-empirical formulas available. With the appropriate correlation, a better prediction of the ultimate pile shaft capacity as well the load vs pile head settlement in residual soils will be possible. Bachelor of Engineering (Civil) 2011-06-07T06:23:03Z 2011-06-07T06:23:03Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/44954 en Nanyang Technological University 70 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering
Harris Mohammed Reza Bin Halim.
Evaluation of soil parameters for the design of bored piles in residual soils
title Evaluation of soil parameters for the design of bored piles in residual soils
title_full Evaluation of soil parameters for the design of bored piles in residual soils
title_fullStr Evaluation of soil parameters for the design of bored piles in residual soils
title_full_unstemmed Evaluation of soil parameters for the design of bored piles in residual soils
title_short Evaluation of soil parameters for the design of bored piles in residual soils
title_sort evaluation of soil parameters for the design of bored piles in residual soils
topic DRNTU::Engineering::Civil engineering
url http://hdl.handle.net/10356/44954
work_keys_str_mv AT harrismohammedrezabinhalim evaluationofsoilparametersforthedesignofboredpilesinresidualsoils