Field Test of a MESL (Membrane-Enveloped Soil Layer) Road Section in Central Alaska
The MESL (Membrane-Enveloped Soil Layer) concept for using fine- grained soil as a structural embankment for expedient military uses was tested in a subarctic environment over two freeze-thaw seasons. The encapsulated silt was placed at a moisture content of approximately 4.5% below the optimum of 1...
Main Authors: | , |
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Other Authors: | |
Format: | Text |
Language: | English |
Published: |
1975
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Online Access: | http://www.dtic.mil/docs/citations/ADA047366 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA047366 |
Summary: | The MESL (Membrane-Enveloped Soil Layer) concept for using fine- grained soil as a structural embankment for expedient military uses was tested in a subarctic environment over two freeze-thaw seasons. The encapsulated silt was placed at a moisture content of approximately 4.5% below the optimum of 17. 5% for the CE-12 compaction effort. Non-woven polypropylene membrane with CRS-2 emulsified asphalt was used as a waterproofing agent for both the bottom and top membranes. The emulsion was hand-applied with roofing cement brushes to simulate a remote tactical situation. The test section had dimensions of approximately 200 by 20 by 2-1/2 ft and had a sand surfacing about 1-1/2-in. thick. The north end of the section, which was undamaged by snow removal equipment, withstood over 500 traffic passes of a loaded military dump truck having a gross weight of nearly 9 tons during the second and third spring thaw seasons without major rutting. |
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