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contributor authorSandra L. Houston
contributor authorNatalia Perez-Garcia
contributor authorWilliam N. Houston
date accessioned2017-05-08T21:29:07Z
date available2017-05-08T21:29:07Z
date copyrightNovember 2008
date issued2008
identifier other%28asce%291090-0241%282008%29134%3A11%281619%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53254
description abstractA series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and saturated soil properties. The feasibility of estimating unsaturated soil property functions from saturated soil properties, SWCCs and gradation data, is demonstrated. A hyperbolic model for estimation of the unsaturated soil parameter,
publisherAmerican Society of Civil Engineers
titleShear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program
typeJournal Paper
journal volume134
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2008)134:11(1619)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 011
contenttypeFulltext


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