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...

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Bibliographic Details
Main Authors: Hsiu-Wen Huang, 黃琇雯
Other Authors: Wei-Hsing Huang
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/20376274750541214884