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contributor authorJongwan Eun
contributor authorJunhwan Lee
date accessioned2017-05-08T21:55:42Z
date available2017-05-08T21:55:42Z
date copyrightApril 2012
date issued2012
identifier other%28asce%29mt%2E1943-5533%2E0000423.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66756
description abstractIn this paper, state-dependent elastic characteristics of granular subgrade materials were investigated, assuming various field conditions. For this purpose, a series of resonant column tests were conducted. The test materials were cohesionless soils consisting of clean and silty sands with different fines contents. The effects of moisture content, overconsolidation ratio, relative density, and confining stress on the elastic modulus were analyzed. From the test results, it was observed that the initial shear modulus,
publisherAmerican Society of Civil Engineers
titleEffect of Soil Parameters on Elastic Characteristics of Subgrade Materials
typeJournal Paper
journal volume24
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000390
treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 004
contenttypeFulltext


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