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contributor authorAlaa Ata
contributor authorCumaraswamy Vipulanandan
date accessioned2017-05-08T21:26:15Z
date available2017-05-08T21:26:15Z
date copyrightJanuary 1998
date issued1998
identifier other%28asce%291090-0241%281998%29124%3A1%2838%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51433
description abstractThe role of grout cohesive and adhesive strengths on the mechanical properties of silicate-grouted sands was investigated. Ottawa 20-30 sand, lime aggregate, and sodium silicate grout with organic reagents were used in this study. An adhesive-tension test was used to evaluate the strength of grout-sand interface for up to 2 years of curing time. A stiffness model for particulate composites was modified to account for grout-particle interaction and then used to predict the modulus of grouted sand. A phenomenological approach was used to develop a model for the grouted-sand strength in terms of the grout cohesive and adhesive strengths.
publisherAmerican Society of Civil Engineers
titleCohesive and Adhesive Properties of Silicate Grout on Grouted-Sand Behavior
typeJournal Paper
journal volume124
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1998)124:1(38)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 001
contenttypeFulltext


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