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contributor authorSurendra K. Saxena
contributor authorDavid E. Lourie
contributor authorJadav S. Rao
date accessioned2017-05-08T20:33:33Z
date available2017-05-08T20:33:33Z
date copyrightFebruary 1984
date issued1984
identifier other%28asce%290733-9410%281984%29110%3A2%28262%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19531
description abstractThe paper presents the results of a full‐scale experiment wherein four embankments were constructed to evaluate compaction equipment per formance, optimum lift thickness, and number of passes required for specified degree of compaction for coal refuse. The coal refuse was mining and prepa ration waste at Moundsville, West Virginia. It was found that suitable equip ment are vibratory smooth drum and sheepsfoot rollers with an applied force not less than 46,000 lb (20,930 kg) and compaction lifts not greater than 1 ft (0.3 m) in thickness.
publisherAmerican Society of Civil Engineers
titleCompaction Criteria for Eastern Coal Waste Embankments
typeJournal Paper
journal volume110
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:2(262)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 002
contenttypeFulltext


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