Field performance of geosynthetics reinforced soil slope with residual soil

Master's

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Main Author: SEAH YEOW TECK
Other Authors: CIVIL ENGINEERING
Format: Theses and Dissertations
Language:English
Published: 2010
Subjects:
Online Access:http://scholarbank.nus.edu.sg/handle/10635/13939
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Institution: National University of Singapore
Language: English
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spelling sg-nus-scholar.10635-139392024-10-26T18:49:56Z Field performance of geosynthetics reinforced soil slope with residual soil SEAH YEOW TECK CIVIL ENGINEERING CHEW SOON HOE TAN SIEW ANN residual soil, slope, geosynthetics, pullout test Master's MASTER OF ENGINEERING 2010-04-08T10:38:15Z 2010-04-08T10:38:15Z 2004-05-31 Thesis SEAH YEOW TECK (2004-05-31). Field performance of geosynthetics reinforced soil slope with residual soil. ScholarBank@NUS Repository. http://scholarbank.nus.edu.sg/handle/10635/13939 NOT_IN_WOS en
institution National University of Singapore
building NUS Library
continent Asia
country Singapore
Singapore
content_provider NUS Library
collection ScholarBank@NUS
language English
topic residual soil, slope, geosynthetics, pullout test
spellingShingle residual soil, slope, geosynthetics, pullout test
SEAH YEOW TECK
Field performance of geosynthetics reinforced soil slope with residual soil
description Master's
author2 CIVIL ENGINEERING
author_facet CIVIL ENGINEERING
SEAH YEOW TECK
format Theses and Dissertations
author SEAH YEOW TECK
author_sort SEAH YEOW TECK
title Field performance of geosynthetics reinforced soil slope with residual soil
title_short Field performance of geosynthetics reinforced soil slope with residual soil
title_full Field performance of geosynthetics reinforced soil slope with residual soil
title_fullStr Field performance of geosynthetics reinforced soil slope with residual soil
title_full_unstemmed Field performance of geosynthetics reinforced soil slope with residual soil
title_sort field performance of geosynthetics reinforced soil slope with residual soil
publishDate 2010
url http://scholarbank.nus.edu.sg/handle/10635/13939
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