Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/11505
Full metadata record
DC FieldValueLanguage
dc.contributorUnited States. Army. Corps of Engineers. New Orleans District-
dc.contributor.authorWalley, Donald M.-
dc.date.accessioned2016-06-20T14:20:02Z-
dc.date.available2016-06-20T14:20:02Z-
dc.date.issued1976-06-
dc.identifier.urihttp://hdl.handle.net/11681/11505-
dc.descriptionMiscellaneous paper-
dc.descriptionAbstract: The relative resistance of 35 grout formulations to the effects of erosion and dilution by flowing water with a velocity of 0.3 fps or more was determined by a series of height-of-grout measurements conducted at fixed intervals along the transparent side of a flow channel model. Grout retention in the channel was determined immediately after injection in the flowing water and after 1 or 2 hr of additional water flow. Grouts that were more resistant to the effects of flowing water than other grouts tested are identified, and the materials and physical properties contributing to their increased resistance are discussed.-
dc.publisherConcrete Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1044076-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; C-76-4.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectDilution-
dc.subjectErosion-
dc.subjectGrouts-
dc.subjectWater flow-
dc.titleInvestigation of the resistance of freshly injected grout to erosion and dilution by flowing water-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

Files in This Item:
File Description SizeFormat 
MP-C-76-4.pdf2.4 MBAdobe PDFThumbnail
View/Open