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contributor authorRobert M. Koerner
contributor authorArthur E. Lord, Jr.
contributor authorWilliam L. Deutsch
date accessioned2017-05-08T20:33:29Z
date available2017-05-08T20:33:29Z
date copyrightNovember 1984
date issued1984
identifier other%28asce%290733-9410%281984%29110%3A11%281537%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19500
description abstractIn an attempt to develop an acoustic emission (AE) field procedure to directly determine preconsolidation pressures, laboratory feasibility tests on granular soils (published earlier as a companion paper; Ref. 7) and on cohesive soils (this study) have been conducted. Consolidation test specimens were prepared, stressed to known values and then unloaded. Upon restressing, acoustic emission and deformation data were taken for use in estimating the previously applied stress level, i.e., the preconsolidation pressure. Six soils, each at three different water contents were tested, and all 18 were evaluated at four different stress levels, i.e., 72 tests were performed. It was found that the average error between the known and estimated values of preconsolidation pressures Varied from
publisherAmerican Society of Civil Engineers
titleDetermination of Prestress in Cohesive Soils Using AE
typeJournal Paper
journal volume110
journal issue11
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:11(1537)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
contenttypeFulltext


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