Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/21202
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dc.contributor.authorU.S. Army Engineer Waterways Experiment Station-
dc.date.accessioned2017-02-13T19:53:22Z-
dc.date.available2017-02-13T19:53:22Z-
dc.date.issued1938-12-
dc.identifier.urihttp://hdl.handle.net/11681/21202-
dc.descriptionTechnical Memorandumen_US
dc.description.abstractSyllabus: This memorandum describes the results of an investigation conducted by the Soil Mechanics Division of the U. S. Waterways Experiment Station to determine the cause of the failure of, and to develop new design for, a unit of the levee along the west bank of the Mississippi River near Mellwood, Arkansas. Mobile rotary drilling equipment was used by field forces of the Experiment Station to accomplish the exploration and sampling. Representative samples from the site were subject to test in the soils laboratory. From the results of the .exploration and the laboratory tests, failure of the levee is found to be due to over-stressing of the weak foundation medium. It is determined that a stable section under the present conditions would be infeasible, and the now design reported herein is based upon the fact that the foundation medium will develop strength with timeen_US
dc.language.isoenen_US
dc.publisherU.S. Army Engineer Waterways Experiment Station.en_US
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relation.ispartofseriesTechnical Memorandum ; 142-1-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectMellwood (Ark.)en_US
dc.subjectLeveesen_US
dc.subjectBoringsen_US
dc.subjectFoundationsen_US
dc.titleInvestigation of the Mellwood (Arkansas) levee uniten_US
dc.typeReporten_US
dcterms.rightsApproved for public release; distribution is unlimited.-
Appears in Collections:Technical Memorandum

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