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contributor authorN. M. Toohey
contributor authorM. A. Mooney
contributor authorR. G. Bearce
date accessioned2017-05-08T21:56:22Z
date available2017-05-08T21:56:22Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29mt%2E1943-5533%2E0000783.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67147
description abstractGiven the schedule pressure of lime-stabilized soil construction, many agencies specify the use of elevated temperature (e.g., 41°C), shorter duration (e.g., 5–7 days) accelerated specimen curing for unconfined compressive strength (
publisherAmerican Society of Civil Engineers
titleStress-Strain-Strength Behavior of Lime-Stabilized Soils during Accelerated Curing
typeJournal Paper
journal volume25
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000749
treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
contenttypeFulltext


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