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contributor authorKevin G. Sutterer
contributor authorJ. David Frost
contributor authorJean-Lou A. Chameau
date accessioned2017-05-08T20:38:00Z
date available2017-05-08T20:38:00Z
date copyrightMarch 1996
date issued1996
identifier other%28asce%290733-9410%281996%29122%3A3%28209%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21822
description abstractAgarose, a derivative of the natural polymer, agar, is proposed as an impregnate to stabilize the in-situ structure of cohesionless soils before sampling. The gel solution is injected into the in-situ voids after heating the soil. Sampling is performed using conventional sampling techniques and gel removal is achieved in the laboratory test device by reheating the specimen and flushing out the agarose with warm water. The process of heating, impregnation with agarose, cooling, reheating, and agarose removal was found to have no significant effect on the cyclic mobility of two contractive Ottawa sands. The technology shows promise for an accurate estimate of the in-situ void ratio and for an economic undisturbed sampling of cohesionless soils.
publisherAmerican Society of Civil Engineers
titlePolymer Impregnation to Assist Undisturbed Sampling of Cohesionless Soils
typeJournal Paper
journal volume122
journal issue3
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1996)122:3(209)
treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 003
contenttypeFulltext


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