Effects of Subgrade Moisture Content on Permanent Deformation of Pavements
碩士 === 國立中央大學 === 土木工程研究所 === 91 === The resilient modulus and cumulative permanent strain of subgrade soils under various traffic and environmental conditions are important considerations for the design of a pavement against fatigue and rutting failures. A simple model was developed to evaluate the...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2003
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| Online Access: | http://ndltd.ncl.edu.tw/handle/20376274750541214884 |