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contributor authorJames M. Gilchrist
date accessioned2017-05-08T20:33:59Z
date available2017-05-08T20:33:59Z
date copyrightMay 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A5%28641%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19759
description abstractAt a coral reef site on the Red Sea coast of Saudi Arabia, load tests were performed on 1,422 mm diam tubular steel piles to verify pile design compression and tension capacities predicted by calculations. Although two tests were planned at separate site locations, five were performed (two on test pile A, and three on test pile B) due to the test results disproving some of the calculation assumptions. Test pile A was installed open‐ended and the test results concluded: For a coring pile, the measured compression capacities had reasonable agreement with those calculated (
publisherAmerican Society of Civil Engineers
titleLoad Tests on Tubular Piles in Coralline Strata
typeJournal Paper
journal volume111
journal issue5
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:5(641)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 005
contenttypeFulltext


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