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Rational framework for interpreting overconsolidation ratio, undrained strength ratio, and lateral stress coefficient from flat dilatometer tests in clay

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1. 385398
2. http://hdl.handle.net/1853/32768

Identifer	oai:union.ndltd.org:GATECH/oai:smartech.gatech.edu:1853/32768
Date	05 1900
Creators	Pool, Randal Gleason
Publisher	Georgia Institute of Technology
Source Sets	Georgia Tech Electronic Thesis and Dissertation Archive
Detected Language	English
Type	Thesis