Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground
Commonly, thick filling works over soft clay is aided with piled embankment at bridge approach to reduce differential settlement between the piled abutment and embankment over soft ground. However, long stretched thick filling works over soft ground requires substantial resources and time to constru...
Saved in:
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Geomate Int Soc
2017
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/77370/1/RamliNazir2017_FieldPerformanceofTransitionRigidPiled.pdf http://eprints.utm.my/id/eprint/77370/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Universiti Teknologi Malaysia |
Language: | English |
id |
my.utm.77370 |
---|---|
record_format |
eprints |
spelling |
my.utm.773702018-06-29T21:27:46Z http://eprints.utm.my/id/eprint/77370/ Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground Nazir, Ramli Moayedi, Hossein Subramaniam, Puspanathan Gue, See-Sew TA Engineering (General). Civil engineering (General) Commonly, thick filling works over soft clay is aided with piled embankment at bridge approach to reduce differential settlement between the piled abutment and embankment over soft ground. However, long stretched thick filling works over soft ground requires substantial resources and time to construct rigid piled embankment. Generally for such long stretched and thick filling development over soft ground, other ground treatment such as prefabricated vertical drain (PVD) with surcharge is introduce to reduce the cost of construction. However, excessive total and differential settlement at the surcharged prefabricated vertical drain (SPVD) and rigid piled embankment intersection during post construction period may leads to rectification works over the time. This paper presents the field performance of an alternative design approach for long stretched thick filled embankment over soft clay at structure approach to control the differential settlement between the two conventional ground treatment approaches. With the introduction of the alternative ground treatment approach at the intersection of the two conventional ground treatment, post construction total settlement and differential settlement is reduced significantly. Geomate Int Soc 2017 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/77370/1/RamliNazir2017_FieldPerformanceofTransitionRigidPiled.pdf Nazir, Ramli and Moayedi, Hossein and Subramaniam, Puspanathan and Gue, See-Sew (2017) Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground. International Journal of Geomate, 13 (35). pp. 151-155. ISSN 1319-8025 DOI:10.1007/s13369-017-2628-6 |
institution |
Universiti Teknologi Malaysia |
building |
UTM Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Teknologi Malaysia |
content_source |
UTM Institutional Repository |
url_provider |
http://eprints.utm.my/ |
language |
English |
topic |
TA Engineering (General). Civil engineering (General) |
spellingShingle |
TA Engineering (General). Civil engineering (General) Nazir, Ramli Moayedi, Hossein Subramaniam, Puspanathan Gue, See-Sew Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground |
description |
Commonly, thick filling works over soft clay is aided with piled embankment at bridge approach to reduce differential settlement between the piled abutment and embankment over soft ground. However, long stretched thick filling works over soft ground requires substantial resources and time to construct rigid piled embankment. Generally for such long stretched and thick filling development over soft ground, other ground treatment such as prefabricated vertical drain (PVD) with surcharge is introduce to reduce the cost of construction. However, excessive total and differential settlement at the surcharged prefabricated vertical drain (SPVD) and rigid piled embankment intersection during post construction period may leads to rectification works over the time. This paper presents the field performance of an alternative design approach for long stretched thick filled embankment over soft clay at structure approach to control the differential settlement between the two conventional ground treatment approaches. With the introduction of the alternative ground treatment approach at the intersection of the two conventional ground treatment, post construction total settlement and differential settlement is reduced significantly. |
format |
Article |
author |
Nazir, Ramli Moayedi, Hossein Subramaniam, Puspanathan Gue, See-Sew |
author_facet |
Nazir, Ramli Moayedi, Hossein Subramaniam, Puspanathan Gue, See-Sew |
author_sort |
Nazir, Ramli |
title |
Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground |
title_short |
Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground |
title_full |
Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground |
title_fullStr |
Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground |
title_full_unstemmed |
Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground |
title_sort |
field performance of transition rigid piled embankment with surcharged vertical drain over soft ground |
publisher |
Geomate Int Soc |
publishDate |
2017 |
url |
http://eprints.utm.my/id/eprint/77370/1/RamliNazir2017_FieldPerformanceofTransitionRigidPiled.pdf http://eprints.utm.my/id/eprint/77370/ |
_version_ |
1643657552536272896 |