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contributor authorChangsoon Rha
contributor authorErtugrul Taciroglu
date accessioned2017-05-08T22:41:05Z
date available2017-05-08T22:41:05Z
date copyrightDecember 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A12%281326%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86364
description abstractThe principal objective of this study is the development and calibration of a macroelement model for soil-pile interaction under simultaneously applied lateral and vertical loads. Herein, we focus on cast-in-drilled-hole single piles that are partially or fully embedded in soil, which are frequently used as support structures in highway construction. The model is calibrated and verified using primarily three-dimensional finite-element simulations and, whenever possible, with experimental data obtained from open literature. These data indicate that lateral loads significantly affect the vertical response of single piles, whereas the converse coupling is negligible. The proposed macroelement model is capable of mimicking this phenomenon. As such, it is a computationally efficient alternative to finite-element analyses, and is feasible to be utilized in practical applications.
publisherAmerican Society of Civil Engineers
titleCoupled Macroelement Model of Soil-Structure Interaction in Deep Foundations
typeJournal Paper
journal volume133
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:12(1326)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 012
contenttypeFulltext


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