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contributor authorMurad Y. Abu-Farsakh
contributor authorHani H. Titi
date accessioned2017-05-08T21:28:02Z
date available2017-05-08T21:28:02Z
date copyrightSeptember 2004
date issued2004
identifier other%28asce%291090-0241%282004%29130%3A9%28935%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52562
description abstractThis paper evaluates the applicability of eight direct cone penetration test (CPT) methods to predict the ultimate load capacity of square precast prestressed concrete (PPC) driven friction piles. Analyses and evaluation were conducted on 35 driven friction piles of different sizes and lengths that were failed during pile load testing. The CPT methods, as well as the static α and β methods, were used to estimate the load carrying capacities of the investigated piles
publisherAmerican Society of Civil Engineers
titleAssessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles
typeJournal Paper
journal volume130
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2004)130:9(935)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
contenttypeFulltext


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