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contributor authorMichael C. McVay
contributor authorScott J. Wasman
contributor authorGary R. Consolazio
contributor authorPaul J. Bullock
contributor authorDavid G. Cowan
contributor authorHenry T. Bollmann
date accessioned2017-05-08T21:25:50Z
date available2017-05-08T21:25:50Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%291084-0702%282009%2914%3A1%287%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51173
description abstractThe paper describes the in situ investigation, site stratigraphy, field monitoring, data reduction, and subsequent time-domain analysis of soil–structure interaction from a full scale vessel impact loading of a bridge pier at the St. George Island Causeway. The in situ investigation included standard penetration testing, electric cone, dilatometer, and pressuremeter testing to identify soil stratigraphy, engineering properties (strength and moduli), and axial and lateral static pile resistance (
publisherAmerican Society of Civil Engineers
titleDynamic Soil–Structure Interaction of Bridge Substructure Subject to Vessel Impact
typeJournal Paper
journal volume14
journal issue1
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2009)14:1(7)
treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001
contenttypeFulltext


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