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contributor authorJ. M. Konrad
contributor authorO. Juneau
date accessioned2017-05-08T21:28:28Z
date available2017-05-08T21:28:28Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A2%28173%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52851
description abstractThe limit state characteristics of base-course granular materials were obtained using a typical triaxial testing equipment devoted to the measurement of resilient modulus. Accurate monitoring of axial strain during isotropic and anisotropic compression was used to determine the stress conditions where significant irrecoverable strains occur for samples prepared by static compression, Proctor rammer, and vibratory compaction. The limit state curve is highly anisotropic, centered about the
publisherAmerican Society of Civil Engineers
titleLimit-State Curve of Base-Course Material and Its Relevance for Resilient Modulus Testing
typeJournal Paper
journal volume132
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:2(173)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002
contenttypeFulltext


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