A case study of pavement failures in Central Texas due to expansive soils
The volumetric strains induced in the subgrade of a pavement or light foundation by the swelling and shrinking of expansive soils routinely cause distress, and ultimately failure of the structure. Additionally, shallow embankment slope failures have also been shown to cause damage to pavements thro...
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| Format: | Others |
| Language: | en |
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2015
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| Online Access: | http://hdl.handle.net/2152/28261 |