Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/6594
Full metadata record
DC FieldValueLanguage
dc.contributor.authorUnited States. Army. Corps of Engineers. New England Division.-
dc.date.accessioned2016-03-23T20:17:38Z-
dc.date.available2016-03-23T20:17:38Z-
dc.date.issued1947-06-
dc.identifier.urihttp://hdl.handle.net/11681/6594-
dc.descriptionTechnical Report-
dc.descriptionSummary: The purpose of this investigation is to develop a method of placing a strengthening liner on the walls of a hole made by a mole plow and to determine the feasibility of adapting this type of drainage to airfield subgrades and shoulders, both as an aid during construction and as a method of installing permanent subsurface drainage/ systems. A mole plow with provision for pumping asphalt and cement-mixtures out of the rear was constructed and used in a large scale test box filled with a fine silt. Tests were made with various extruded materials. An investigation was made concurrently to determine the possibility of using a flexible perforated plastic tubing to be placed by a cable laying machine. Basic conclusions determined from these tests are as follows: a.) It is believed that some type of mole drainage can be adapted as an economical and feasible method of draining airfield subgrades and shoulders. b.) The use of sand asphalt-mixture as a liner is not practical as a mixture possessing the minimum stability requirements cannot be made sufficiently fluid by heating to allow pumping by the pressure, method. c.) Field installations of strengthening liner of portland cement mixtures in the walls of a mole drain by use of either pressure grouting or cement gun is believed impractical due to the difficulty in controlling setting time or maintaining uniform flow and the uncertainty of obtaining a continuous drain. d.) Direct worm feed that can be synchronized with plowing speed is believed to be the practical method for extruding a portland cement mixture to ensure a continuous drain. e.) Placing a perforated plastic tubing by a cable laying machine appears to be a promising and economical method of strengthening the walls of the mole hole.-
dc.publisherArctic Construction and Frost Effects Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1024380-
dc.relation.ispartofseriesTechnical report (Arctic Construction and Frost Effects Laboratory (U.S.)) ; no. 12-13.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectAirfields-
dc.subjectRunways-
dc.subjectSubsurface drainage-
dc.subjectDrainage-
dc.subjectMole drainage-
dc.subjectPipes-
dc.subjectTubes-
dc.subjectEarth handling equipment-
dc.subjectEquipment-
dc.titleMole drainage investigation, 1946-1947 : draft of report-
dc.typeDOCUMENT-
Appears in Collections:Technical Report

Files in This Item:
File Description SizeFormat 
ACFEL-Technical-Report-12.pdf23.54 MBAdobe PDFThumbnail
View/Open