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contributor authorS. Zebovitz
contributor authorR. J. Krizek
contributor authorD. K. Atmatzidis
date accessioned2017-05-08T20:35:14Z
date available2017-05-08T20:35:14Z
date copyrightDecember 1989
date issued1989
identifier other%28asce%290733-9410%281989%29115%3A12%281717%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20394
description abstractThe use of very fine cement grouts for injection into fine to medium sands has been proposed recently to circumvent problems associated with the permanence and toxicity of chemical grouts and the inability of ordinary cement grouts to permeate soil formations finer than coarse sand. The results of a laboratory investigation conducted on a commercially available very fine cement grout indicate that this grout has better flow properties and bleed characteristics than ordinary portland cement grputs. Very fine cement grouts with a water‐to‐cement ratio as low as two can permeate several feet into well‐compacted fine sands with
publisherAmerican Society of Civil Engineers
titleInjection of Fine Sands with Very Fine Cement Grout
typeJournal Paper
journal volume115
journal issue12
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1989)115:12(1717)
treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 012
contenttypeFulltext


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