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Consolidation of Soils Under Cyclic Loading

<p> A theoretical solution for the progress of consolidation of a saturated soil layer subjected to cyclic loading is obtained. A comparison between the theoretical solution and the experimental results of Kaolin samples consolidating under cyclic loadings is presented. </p> / Thesis / Master of Engineering (MEngr)

Identiferoai:union.ndltd.org:mcmaster.ca/oai:macsphere.mcmaster.ca:11375/17705
Date03 1900
CreatorsElgohary, Mohamed Medhat
ContributorsWilson, Nyal E., Civil Engineering
Source SetsMcMaster University
Languageen_US
Detected LanguageEnglish
TypeThesis

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