Issue |
MATEC Web Conf.
Volume 206, 2018
2018 The 3rd International Conference on Civil Engineering and Materials Science (ICCEMS 2018)
|
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Article Number | 01004 | |
Number of page(s) | 5 | |
Section | Civil and Structural Engineering | |
DOI | https://doi.org/10.1051/matecconf/201820601004 | |
Published online | 19 September 2018 |
A Research for Deviation Estimation Analysis for Driven Piles Foundation: A Case of Penang Second Marine Bridge
1
China Southeast University, Sipailou 2#, Nanjing, Jiangsu Province, China
2
China highway Planning and Design Institute, No.85 De sheng men wai Street, Xi cheng District, Beijing, China
The aim of this preliminary research is to study the accept tolerance of driven piles with position’s deviation. More than five thousand driven piles were installed in the approach bridge, which adopted two classes, i.e.Φ1.6m steel pipe pile and Φ1.0m spun pile. The original position acceptance criteria was deviation tolerance less than 75mm. This was not reasonable enough to take into account the marine construction conditions. According to a detailed comparison of the existed different standards and simplified calculation with representativeness, The recommended acceptance criteria could be adjusted to 150mm. This study makes up for the lack of Malaysia pile foundation technical specification especially for large diameter driven piles and it will effectively promote the practical application of ones in Southeast Asia infrastructure works.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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