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contributor authorYit-Jin Chen
contributor authorYi-Chung Fang
date accessioned2017-05-08T21:46:17Z
date available2017-05-08T21:46:17Z
date copyrightAugust 2009
date issued2009
identifier other%28asce%29gt%2E1943-5606%2E0000041.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61803
description abstractThis paper is a critical evaluation of the interpretation criteria of drilled shafts under axial compression loading. A wide variety of load test data are used for analysis, and these data are divided into drained and undrained databases. The interpretation criteria are examined from these load test results to establish a consistent compression interpretation criterion. Among these criteria, the range of each interpretation method presents approximately the same trend for both drained and undrained conditions. The statistical results show that the smaller the compression displacement, the higher the coefficient of variation. Moreover, the undrained load test results reveal less variability than the drained results. The load-displacement curve of a drained loading also demonstrates more ductility than that for undrained loading. Based on these analyses, the relative merits and interrelationships of these criteria are established, and specific design recommendations for the interpretation of compression drilled shaft load test, in terms of both capacity and displacement, are given.
publisherAmerican Society of Civil Engineers
titleCritical Evaluation of Compression Interpretation Criteria for Drilled Shafts
typeJournal Paper
journal volume135
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000027
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
contenttypeFulltext


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