A model to predict expansive clay roughness in pavements with vertical moisture barriers /
Expansive soils exhibit volumetric changes when subject to changes in water content. These soils are responsible for cyclic distortions in highway pavements resulting in a loss of riding comfort and road-holding ability. The distortion of the pavement surface is measured as roughness. The Texas Depa...
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| Format: | Thesis Book |
| Language: | English |
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[Place of publication not identified] :
[publisher not identified] ;
1999.
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| Online Access: | http://proxy.library.tamu.edu/login?url=http://proquest.umi.com/pqdweb?did=730293821&sid=1&Fmt=2&clientId=2945&RQT=309&VName=PQD |
Internet
http://proxy.library.tamu.edu/login?url=http://proquest.umi.com/pqdweb?did=730293821&sid=1&Fmt=2&clientId=2945&RQT=309&VName=PQDCushing: Theses & Dissertations Microforms (Does not check out)
| Call Number: |
1999 Dissertation J393 |
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| Call Number | Status | Get It |
| 1999 Dissertation J393 | Available | |
Available Online
| Call Number: |
1999 Dissertation J393 |
|
|---|---|---|
| Call Number | Status | Get It |
| 1999 Dissertation J393 | Available | |