Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/11472
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dc.contributorUnited States. Army. Corps of Engineers. New England Division-
dc.contributor.authorCamellerie, J. F.-
dc.date.accessioned2016-06-20T14:19:55Z-
dc.date.available2016-06-20T14:19:55Z-
dc.date.issued1974-08-
dc.identifier.urihttp://hdl.handle.net/11681/11472-
dc.descriptionMiscellaneous paper-
dc.descriptionAbstract: The ten books incorporated in this report were prepared by J. F. Camellerie, P. E., Consulting Engineer, Huntington, New York, under contract to the U. S. Army Engineer Division, New England. The primary purpose in this study was to determine the feasibility of the use of slip form techniques to dam construction; however, the report includes cost studies of other types of conventional dam construction. Note: This file is extremely large. Please allow additional minutes for downloading.-
dc.publisherConcrete Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1044153-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; C-74-15.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans the Print Resource.-
dc.subjectConcrete-
dc.subjectConcrete costs-
dc.subjectDams--Design and construction-
dc.subjectSlip form techniques-
dc.subjectTrumbull Lake Dam-
dc.titleCost and feasibility study; alternate designs to permit use of slip form and other techniques to maximize economies, Trumbull Lake Dam, Pequonnock River Basin, Connecticut-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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