Extending the Theory for the Primary Consolidation of Soils

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DC Field	Value	Language
dc.contributor.advisor	Wilson, Nyal E.	-
dc.contributor.author	Hwang, Chih Tsung	-
dc.date.accessioned	2019-03-03T22:58:45Z	-
dc.date.available	2019-03-03T22:58:45Z	-
dc.date.issued	1966-09	-
dc.identifier.uri	http://hdl.handle.net/11375/23961	-
dc.description.abstract	The classical Terzaghi Theory was extended by accounting for the variations of permeability during consolidation. With the aid of X-ray techniques, investigations on the significance of the variation of permeability, as well as the variations of void ratio and effective pressure, were conducted. Effects of the conventional consolidometer boundary on consolidation testing were studied.	en_US
dc.language.iso	en	en_US
dc.subject	Terzaghi Theory	en_US
dc.subject	permeability	en_US
dc.subject	void ratio	en_US
dc.subject	effective pressure	en_US
dc.subject	soils	en_US
dc.subject	consolidation	en_US
dc.title	Extending the Theory for the Primary Consolidation of Soils	en_US
dc.type	Thesis	en_US
dc.contributor.department	Civil Engineering	en_US
dc.description.degreetype	Thesis	en_US
dc.description.degree	Master of Engineering (ME)	en_US
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