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contributor authorK. Onder Cetin
contributor authorCem Ozan
date accessioned2017-05-08T21:29:24Z
date available2017-05-08T21:29:24Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%291090-0241%282009%29135%3A1%2884%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53448
description abstractDue to lack of soil sampling during conventional cone penetration testing, it is necessary to characterize and classify soils based on tip and sleeve friction values as well as pore pressure induced during and after penetration. Currently available semiempirical methods exhibit a significant variability in the estimation of soil type. Within the confines of this paper it is attempted to present a new probabilistic cone penetration test (CPT)-based soil characterization and classification methodology, which addresses the uncertainties intrinsic to the problem. For this purpose, a database composed of normalized corrected cone tip resistance
publisherAmerican Society of Civil Engineers
titleCPT-Based Probabilistic Soil Characterization and Classification
typeJournal Paper
journal volume135
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2009)135:1(84)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 001
contenttypeFulltext


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