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
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| Language: | en-US |
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2011
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| Online Access: | http://hdl.handle.net/10125/20481 |