Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/29075
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dc.contributor.authorAldrich, Harl P.-
dc.contributor.authorPaynter, Henry M.-
dc.creatorCold Regions Research and Engineering Laboratory (U.S.)-
dc.date.accessioned2018-09-06T14:29:11Z-
dc.date.available2018-09-06T14:29:11Z-
dc.date.issued1966-10-
dc.identifier.govdocCRREL Special Report 104-
dc.identifier.urihttp://hdl.handle.net/11681/29075-
dc.descriptionSpecial Reporten_US
dc.description.abstractAuthority for the investigation reported herein is contained in FY 1953 Instructions and Outline, Military Construction Investigations, Engineering Criteria and Investigations and Studies, Studies of Construction in Areas of Seasonal Frost; Verification of Design Criteria. The investigation was conducted to augment improved techniques, being developed under a concurrent contract, for predicting depths of freeze and thaw in soils and is directed to the application of these techniques to special design problems in both frost and permafrost areas. The study was conducted for the Office, Chief of Engineers, Directorate of Military Construction, Civil Engineering Branch (Mr. T. B. Pringle, Chief), by Dr. Harl P. Aldrich, Jr., and Dr. Henry M. Paynter, of the Massachusetts Institute of Technology, under a contract awarded by the former Arctic Construction and Frost Effects Laboratory (ACFEL) of the U.S. Army Engineer Division, New England. The functions of ACFEL were transferred to the U.S. Army Cold Regions Research and Engineering Laboratory (USA CRREL) in 1961. This report was prepared by the Construction Engineering Branch, Mr. E. F. Lobacz, Chief (former Coordinator, ACFEL) as a project of the Experimental Engineering Division, Mr. K. A. Linell, Chief (former Director, ACFEL), USA CRREL. Mr. W. F. Quinn, Research Civil Engineer of the Liaison and Technical Publications Branch, USA CRREL, finalized the contract report for publication. Colonel Dimitri A. Kellogg was Director of the U.S. Army Cold Regions Research and Engineering Laboratory during the publication of this report, and Mr. W. K. Boyd was Chief Engineer. USA CRREL is an Army Materiel Command laboratory.en_US
dc.description.sponsorshipConducted for Corps of Engineers, U. S. Army by U.S. Army Materiel Command, Cold Regions Research & Engineering Laboratory, Hanover New Hampshire, Contract DA-19-016-ENG-2641en_US
dc.description.tableofcontentsPreface ii Summary iv Notation v Introduction 1 Background 1 Scope- 1 General 1 Approximate techniques 2 Latent heat only, Stefan equation 2 Latent heat plus volumetric specific heat of frozen soil 3 Adaptation of the modified Berggren equation 4 Sample solutions 7 Latent heat only, Stefan equation, "St. Paul" approach 7 Latent heat plus volumetric specific heat of frozen soil 10 Adaptation of modified Berggren equation 10 Conclusions and recommendations 11 Literature cited 11-
dc.format.extent20 pages / 1.017Mb-
dc.format.mediumPDF/A-
dc.language.isoen_USen_US
dc.publisherCold Regions Research and Engineering Laboratory (U.S)en_US
dc.relation.ispartofseriesSpecial Report (Cold Regions Research and Engineering Laboratory (U.S));no.104-
dc.rightsApproved for public release; distribution is unlimited-
dc.sourceThe ERDC Library created this digital resource using one or more of the following: Zeta TS-0995, Zeutcehl OS 12000, HP HD Pro 42-in. map scanner, Epson flatbed-
dc.subjectFrosten_US
dc.subjectSoilsen_US
dc.titleDepth of Frost Penetration in Non-Uniform Soilen_US
dc.typeReport-
Appears in Collections:Special Report

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