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Extension Of Stress-Based Finite Element Model Using Resilient Modulus Material Characterization To Develop A Theoretical Framework for Realistic Response Modeling of Flexible Pavements on Cohesive Subgrades.

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1. http://rave.ohiolink.edu/etdc/view?acc_num=osu1437623013

Identifer	oai:union.ndltd.org:OhioLink/oai:etd.ohiolink.edu:osu1437623013
Date	20 October 2015
Creators	Parris, Kadri
Publisher	The Ohio State University / OhioLINK
Source Sets	Ohiolink ETDs
Language	English
Detected Language	English
Type	text
Source	http://rave.ohiolink.edu/etdc/view?acc_num=osu1437623013
Rights	unrestricted, This thesis or dissertation is protected by copyright: all rights reserved. It may not be copied or redistributed beyond the terms of applicable copyright laws.