A bearing capacity approach to the design of low-volume traffic roads
Pavement design methods based on the elastic layer theory idealize the pavement structure as consisting of linear elastic layers and utilize the theory of elasticity to predict limiting stresses and strains. The assumption of elastic behavior may be valid for relatively stiff pavement materials. In...
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| Format: | Others |
| Language: | en |
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University of Saskatchewan
1994
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| Online Access: | http://library.usask.ca/theses/available/etd-10212004-001050 |