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contributor authorAndrzej Sawicki
contributor authorWaldemar Świdziński
date accessioned2017-05-08T20:35:34Z
date available2017-05-08T20:35:34Z
date copyrightNovember 1990
date issued1990
identifier other%28asce%290733-9410%281990%29116%3A11%281738%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20570
description abstractThe behavior of the pavement-subsoil system is analyzed from compaction due to traffic. A method of analysis is proposed based on the simple compaction theory and numerical algorithm that makes use of a standard finite element code for an elastic medium in plane strain conditions. Numerical results, computed for typical data, illustrate the method. Some conclusions of practical importance are drawn.
publisherAmerican Society of Civil Engineers
titleCompaction Beneath Flexible Pavement due to Traffic
typeJournal Paper
journal volume116
journal issue11
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1990)116:11(1738)
treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 011
contenttypeFulltext


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