FOUNDATION ANALYSIS AND DESIGN

Bowles, Joseph E. RE., S.E

dc.contributor.author	Bowles, Joseph E. RE., S.E
dc.date.accessioned	2019-05-02T09:24:50Z
dc.date.available	2019-05-02T09:24:50Z
dc.date.issued	1997
dc.identifier.citation	A Division of The McGraw-Hill Companies FOUNDATION ANALYSIS AND DESIGN International Edition 1997	en_US
dc.identifier.isbn	0-07-912247-7
dc.identifier.uri	http://hdl.handle.net/123456789/1233
dc.description	The specific gravity of the soil grains is of some value in computing the void ratio when the unit weight and water content are known. The test is of moderate difficulty with the major source of error deriving from the presence of entrapped air in the soil sample. Since G5 does not vary widely for most soils, the values indicated here are commonly estimated without performing a test.	en_US
dc.description.abstract	The specific gravity of the soil grains is of some value in computing the void ratio when the unit weight and water content are known. The test is of moderate difficulty with the major source of error deriving from the presence of entrapped air in the soil sample. Since G5 does not vary widely for most soils, the values indicated here are commonly estimated without performing a test.	en_US
dc.language.iso	en	en_US
dc.publisher	The McGraw-Hill Companies, Inc	en_US
dc.subject	LIST OF PRIMARY SYMBOLS USED IN TEXT	en_US
dc.subject	Foundations: Their Importance and Purpose	en_US
dc.subject	Foundations: General Requirements	en_US
dc.title	FOUNDATION ANALYSIS AND DESIGN	en_US
dc.title.alternative	Fifth Edition	en_US
dc.type	Book	en_US