Effects of Subgrade Moisture Content on Permanent Deformation of Pavements

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

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