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Construction of Bored Piles In Limestone Area and Friction & Point Bearing Capacity Based On Field Test (Osterberg Test)

Adrian , Teh Kim Yoon (2016) Construction of Bored Piles In Limestone Area and Friction & Point Bearing Capacity Based On Field Test (Osterberg Test). IRC, Universiti Teknologi PETRONAS. (Submitted)

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Abstract

The purpose of this research is the identify the effective modified deep foundation; bore piling procedures on top of identifying the special custom made drilling tools that effectively enhance a pile's quality in terms of verticality, besides reducing its construction time and costs; in karstic limestone bedrocks. Moreover, this study will also come out with a general normalized shaft displacement versus shaft resistance graph for the area of Kuala Lumpur, to be used in bored pile design calculations. Over the years bore piling in karstic limestone had always poses tremendous challenges, not only to the contractor itself, but also been a major challenge in bore pile designs. Hence, in order to improve one's productivity in construction, more research regarding bored pile construction has to be done.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Water
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Ahmad Suhairi Mohamed Lazim
Date Deposited: 15 Aug 2017 10:09
Last Modified: 15 Aug 2017 10:09
URI: http://utpedia.utp.edu.my/id/eprint/17315

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