Development of Impulsive Deflection Indices for the Evaluation of Pavement Structure Capacity
碩士 === 國立臺灣大學 === 土木工程學系 === 85 === The way which uses the steady-state deflection indices to evaluate pavement strength belongs to the pavement evaluation system. So far the three indices---the Dynaflect Maximum Deflection ( DMD ), the Surface Curvature...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
1997
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| Online Access: | http://ndltd.ncl.edu.tw/handle/13804171429899309587 |