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contributor authorPanaghiotis C. Kotzias
contributor authorAris C. Stamatopoulos
date accessioned2017-05-08T20:33:03Z
date available2017-05-08T20:33:03Z
date copyrightDecember 1983
date issued1983
identifier other%28asce%290733-9410%281983%29109%3A12%281526%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19301
description abstractMarls of a very high initial strength, are sandwiched between late pliocene lignites in the extended lacustrine deposits of Ptolemais, Greece. As they are extracted as waste from deep open pit lignite mines they are carried by conveyor belts and deposited over mountainous tailings. During transport they undergo vibrations and progressively disintegrate arriving at the disposal site in a slurry‐like consistency. They never recover any fraction of their initial strength. Present note describes the geotechnical properties of these sensitive and nonthixotropic marls.
publisherAmerican Society of Civil Engineers
titleSensitivity of Very Hard Pliocene Marl
typeJournal Paper
journal volume109
journal issue12
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1983)109:12(1526)
treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
contenttypeFulltext


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