Seismic response of embankment with berm

This project studies the seismic response of the earth embankment using PLAXIS 2D 2011. Much focus of the study was given to the comparison of the maximum crest accelerations and displacements obtained from the earth embankment models, with the addition of berm with various dimensions and variation...

Full description

Saved in:
Bibliographic Details
Main Author: Xu, Luxi
Other Authors: Budi Wibawa
Format: Final Year Project
Language:English
Published: 2014
Subjects:
Online Access:http://hdl.handle.net/10356/61179
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-61179
record_format dspace
spelling sg-ntu-dr.10356-611792023-03-03T17:13:03Z Seismic response of embankment with berm Xu, Luxi Budi Wibawa School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This project studies the seismic response of the earth embankment using PLAXIS 2D 2011. Much focus of the study was given to the comparison of the maximum crest accelerations and displacements obtained from the earth embankment models, with the addition of berm with various dimensions and variation of earth embankment fills. General reduction was found in the maximum crest acceleration with increase of berm sizes. But, increasing berm width to embankment height ratio beyond 0.6 and berm height to embankment height ratio of 0.8 would cause adverse effect. Having berm on both sides of the earth embankment was found to reduce the maximum crest acceleration more significantly than having berm on a single side. Moreover, it was found that the influence of the berm width on the horizontal displacement at the crest depends on the strength of embankment fill materials. Bachelor of Engineering (Civil) 2014-06-06T01:32:10Z 2014-06-06T01:32:10Z 2014 2014 Final Year Project (FYP) http://hdl.handle.net/10356/61179 en Nanyang Technological University 56 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
Xu, Luxi
Seismic response of embankment with berm
description This project studies the seismic response of the earth embankment using PLAXIS 2D 2011. Much focus of the study was given to the comparison of the maximum crest accelerations and displacements obtained from the earth embankment models, with the addition of berm with various dimensions and variation of earth embankment fills. General reduction was found in the maximum crest acceleration with increase of berm sizes. But, increasing berm width to embankment height ratio beyond 0.6 and berm height to embankment height ratio of 0.8 would cause adverse effect. Having berm on both sides of the earth embankment was found to reduce the maximum crest acceleration more significantly than having berm on a single side. Moreover, it was found that the influence of the berm width on the horizontal displacement at the crest depends on the strength of embankment fill materials.
author2 Budi Wibawa
author_facet Budi Wibawa
Xu, Luxi
format Final Year Project
author Xu, Luxi
author_sort Xu, Luxi
title Seismic response of embankment with berm
title_short Seismic response of embankment with berm
title_full Seismic response of embankment with berm
title_fullStr Seismic response of embankment with berm
title_full_unstemmed Seismic response of embankment with berm
title_sort seismic response of embankment with berm
publishDate 2014
url http://hdl.handle.net/10356/61179
_version_ 1759855054328692736