Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements

Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements

Thesis (M.S.)--University of Hawaii at Manoa, 2005. === Includes bibliographical references (leaves 97-102). === x, 102 leaves, bound ill. 29 cm

Bibliographic Details
Main Author: Hashiro, Reyn S
Language:en-US
Published: 2011
Subjects:
Soils > Hawaii
Pavements > Design and construction > Environmental aspects
Online Access:http://hdl.handle.net/10125/20481
id ndltd-UHAWAII-oai-scholarspace.manoa.hawaii.edu-10125-20481
record_format oai_dc
spelling ndltd-UHAWAII-oai-scholarspace.manoa.hawaii.edu-10125-204812013-01-08T11:15:24ZCorrelation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavementsHashiro, Reyn SSoils -- HawaiiPavements -- Design and construction -- Environmental aspectsThesis (M.S.)--University of Hawaii at Manoa, 2005.Includes bibliographical references (leaves 97-102).x, 102 leaves, bound ill. 29 cm2011-07-21T23:05:17Z2011-07-21T23:05:17Z2005ThesisTexthttp://hdl.handle.net/10125/20481en-USTheses for the degree of Master of Science (University of Hawaii at Manoa) no. 4022All UHM dissertations and theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission from the copyright owner.
collection NDLTD
language en-US
sources NDLTD
topic Soils -- Hawaii
Pavements -- Design and construction -- Environmental aspects
spellingShingle Soils -- Hawaii
Pavements -- Design and construction -- Environmental aspects
Hashiro, Reyn S
Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements
description Thesis (M.S.)--University of Hawaii at Manoa, 2005. === Includes bibliographical references (leaves 97-102). === x, 102 leaves, bound ill. 29 cm
author Hashiro, Reyn S
author_facet Hashiro, Reyn S
author_sort Hashiro, Reyn S
title Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements
title_short Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements
title_full Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements
title_fullStr Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements
title_full_unstemmed Correlation of resistance value (R-value) with California Bearing Ratio (CBR) for use in the design of flexible pavements
title_sort correlation of resistance value (r-value) with california bearing ratio (cbr) for use in the design of flexible pavements
publishDate 2011
url http://hdl.handle.net/10125/20481
work_keys_str_mv AT hashiroreyns correlationofresistancevaluervaluewithcaliforniabearingratiocbrforuseinthedesignofflexiblepavements
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