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contributor authorKhaled M. Hassan
contributor authorMichael W. O'Neill
contributor authorShamim A. Sheikh
contributor authorCarl D. Ealy
date accessioned2017-05-08T21:26:03Z
date available2017-05-08T21:26:03Z
date copyrightMarch 1997
date issued1997
identifier other%28asce%291090-0241%281997%29123%3A3%28272%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51317
description abstractA simple, rational method for predicting load-movement behavior of axially loaded drilled shafts in argillaceous intermediate geomaterials (hard clays and soft rocks) is presented. The method is based on a parametric finite element study that is described in detail in a companion paper. The method emphasizes the importance of the value of initial concrete pressure and roughness of the borehole. A numerical example is presented, and four diverse case histories are summarized that illustrate applications of the method to realistic geological and construction situations. Parameters that are included in the method include geomaterial compressive strength and modulus, borehole roughness, borehole smear, concrete pressure in the socket, and angle of sliding friction at the interface. The method is applicable to cohesive intermediate geomaterials that exhibit drained (
publisherAmerican Society of Civil Engineers
titleDesign Method for Drilled Shafts in Soft Argillaceous Rock
typeJournal Paper
journal volume123
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1997)123:3(272)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 003
contenttypeFulltext


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