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contributor authorB. A. McCabe
contributor authorB. M. Lehane
date accessioned2017-05-08T21:28:30Z
date available2017-05-08T21:28:30Z
date copyrightMarch 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A3%28401%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52878
description abstractThis paper presents a case history describing measurements made during the installation and load testing of groups of five, closely spaced, precast concrete piles in a soft clay-silt. The test results extend the presently limited set of reported high-quality data for pile groups at field scale and allow assessment of the reliability of existing numerical and analytical predictive approaches. Full scale maintained compression and tension load tests on groups as well as tests on single (reference) piles and an individual test on a pile within a pile group enable the effects of multiple pile installations and interaction between piles under load to be assessed. The results are compared with existing simple methods of pile group analysis and with other case histories reporting results on small pile groups. A simple expression to evaluate pile group stiffness efficiency is proposed.
publisherAmerican Society of Civil Engineers
titleBehavior of Axially Loaded Pile Groups Driven in Clayey Silt
typeJournal Paper
journal volume132
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:3(401)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003
contenttypeFulltext


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