Earth pressures and deformations in civil infrastructure in expansive soils
This dissertation includes the three major parts of the study: volume change, and lateral earth pressure due to suction change in expansive clay soils, and design of civil infrastructure drilled pier, retaining wall and pavement in expansive soils. The volume change model in expansive clay has been...
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| Format: | Others |
| Language: | en_US |
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Texas A&M University
2008
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| Online Access: | http://hdl.handle.net/1969.1/85916 |