Design of pile foundations using Eurocode 7

Piles are usually classified into two main categories based on the method of installation. The common types are driven piles and bored piles. This project explores the design of bored piles in conjunction with newer introduction of the new Eurocode 7. In this report, the differences between the Euro...

Full description

Saved in:
Bibliographic Details
Main Author: Chen, Daryl Zhongwei.
Other Authors: Goh Teck Chee, Anthony
Format: Final Year Project
Language:English
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10356/49751
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-49751
record_format dspace
spelling sg-ntu-dr.10356-497512023-03-03T17:04:00Z Design of pile foundations using Eurocode 7 Chen, Daryl Zhongwei. Goh Teck Chee, Anthony School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design Piles are usually classified into two main categories based on the method of installation. The common types are driven piles and bored piles. This project explores the design of bored piles in conjunction with newer introduction of the new Eurocode 7. In this report, the differences between the Eurocode 7 and the Conventional Method of pile design will be compared to examine the different trends that occur between the two. The comparisons are based on different scenarios to determine how pile design lengths and the overdesign factors are affected. The results show that the Conventional Method is less consistent in terms of pile design lengths and its overdesign factors. Although Eurocode 7 methods have more consistency for the overdesign factors, the pile design lengths are inconsistent for multiple layers analysis compared with a single profile characteristic. There were no clear conclusions as to which method is the most conservative in terms of design approach. Bachelor of Engineering (Civil) 2012-05-24T01:13:49Z 2012-05-24T01:13:49Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49751 en Nanyang Technological University 112 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::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Chen, Daryl Zhongwei.
Design of pile foundations using Eurocode 7
description Piles are usually classified into two main categories based on the method of installation. The common types are driven piles and bored piles. This project explores the design of bored piles in conjunction with newer introduction of the new Eurocode 7. In this report, the differences between the Eurocode 7 and the Conventional Method of pile design will be compared to examine the different trends that occur between the two. The comparisons are based on different scenarios to determine how pile design lengths and the overdesign factors are affected. The results show that the Conventional Method is less consistent in terms of pile design lengths and its overdesign factors. Although Eurocode 7 methods have more consistency for the overdesign factors, the pile design lengths are inconsistent for multiple layers analysis compared with a single profile characteristic. There were no clear conclusions as to which method is the most conservative in terms of design approach.
author2 Goh Teck Chee, Anthony
author_facet Goh Teck Chee, Anthony
Chen, Daryl Zhongwei.
format Final Year Project
author Chen, Daryl Zhongwei.
author_sort Chen, Daryl Zhongwei.
title Design of pile foundations using Eurocode 7
title_short Design of pile foundations using Eurocode 7
title_full Design of pile foundations using Eurocode 7
title_fullStr Design of pile foundations using Eurocode 7
title_full_unstemmed Design of pile foundations using Eurocode 7
title_sort design of pile foundations using eurocode 7
publishDate 2012
url http://hdl.handle.net/10356/49751
_version_ 1759854012737257472