Relationship of rutting and roughness and resilient modulus of flexible expressway pavements
Saved in:
Main Author: | |
---|---|
Format: | Thesis |
Published: |
2013
|
Subjects: | |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my-utm-ep.41716 |
---|---|
record_format |
uketd_dc |
spelling |
my-utm-ep.417162014-10-08T02:20:59Z Relationship of rutting and roughness and resilient modulus of flexible expressway pavements 2013 Mohd. Noor, Zinatul 'Ashiqin TE Highway engineering. Roads and pavements 2013 Thesis http://eprints.utm.my/id/eprint/41716/ masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering |
institution |
Universiti Teknologi Malaysia |
collection |
UTM Institutional Repository |
topic |
TE Highway engineering Roads and pavements |
spellingShingle |
TE Highway engineering Roads and pavements Mohd. Noor, Zinatul 'Ashiqin Relationship of rutting and roughness and resilient modulus of flexible expressway pavements |
description |
|
format |
Thesis |
qualification_level |
Master's degree |
author |
Mohd. Noor, Zinatul 'Ashiqin |
author_facet |
Mohd. Noor, Zinatul 'Ashiqin |
author_sort |
Mohd. Noor, Zinatul 'Ashiqin |
title |
Relationship of rutting and roughness and resilient modulus of flexible expressway pavements |
title_short |
Relationship of rutting and roughness and resilient modulus of flexible expressway pavements |
title_full |
Relationship of rutting and roughness and resilient modulus of flexible expressway pavements |
title_fullStr |
Relationship of rutting and roughness and resilient modulus of flexible expressway pavements |
title_full_unstemmed |
Relationship of rutting and roughness and resilient modulus of flexible expressway pavements |
title_sort |
relationship of rutting and roughness and resilient modulus of flexible expressway pavements |
granting_institution |
Universiti Teknologi Malaysia, Faculty of Civil Engineering |
granting_department |
Faculty of Civil Engineering |
publishDate |
2013 |
_version_ |
1747816603367505920 |