000346040 000__ 01477cam\a22002774a\4500
000346040 001__ 346040
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000346040 008__ 071023r20071975aa\a\\\\\b\\\\001\0\eng\\
000346040 010__ $$a  2007044138
000346040 020__ $$a9781932159738 (pbk. : alk. paper)
000346040 020__ $$a1932159738 (pbk. : alk. paper)
000346040 035__ $$a(OCoLC)ocn176861831
000346040 040__ $$aDLC$$beng$$cDLC$$dBTCTA$$dYDXCP$$dILU$$dOCLCQ
000346040 049__ $$aISEA
000346040 05000 $$aTA710$$b.C533 2007
000346040 08200 $$a624.1/5136$$222
000346040 1001_ $$aChen, Wai-Fah,$$d1936-
000346040 24510 $$aLimit analysis and soil plasticity /$$cby Wai-Fah Chen.
000346040 260__ $$aFt. Lauderdale, FL :$$bJ. Ross Pub.,$$c2007.
000346040 300__ $$axiv, 638 p. :$$bill. ;$$c23 cm.
000346040 500__ $$aOriginally published: Amsterdam : Elsevier, 1975.
000346040 504__ $$aIncludes bibliographical references and indexes.
000346040 5050_ $$aIntroduction -- The assumptions and theorems used in limit analysis -- Limit analysis by the upper-bound method -- Limit analysis by the lower-bound method -- Progressive failure of footings Bearing capacity of strip footings -- Bearing capacity of square, rectangular and circular footings -- Active and passive earth pressures -- Stability of slopes --Bearing capacity of concrete blocks or rock Double-punch test for tensile strength of concrete, rock and soils -- Soil plasticity--theory and application.
000346040 650_0 $$aSoil mechanics.
000346040 650_0 $$aPlastic analysis (Engineering)
000346040 85200 $$bgen$$hTA710$$i.C533$$i2007
000346040 85641 $$3Table of contents only$$uhttp://catdir.loc.gov/catdir/toc/ecip083/2007044138.html
000346040 909CO $$ooai:library.usi.edu:346040$$pGLOBAL_SET
000346040 980__ $$aBIB
000346040 980__ $$aBOOK