Dynamic Soil–Structure Interaction of Bridge Substructure Subject to Vessel Impact

dc.contributor.author	Michael C. McVay
dc.contributor.author	Scott J. Wasman
dc.contributor.author	Gary R. Consolazio
dc.contributor.author	Paul J. Bullock
dc.contributor.author	David G. Cowan
dc.contributor.author	Henry T. Bollmann
dc.date.accessioned	2017-05-08T21:25:50Z
dc.date.available	2017-05-08T21:25:50Z
dc.date.copyright	January 2009
dc.date.issued	2009
dc.identifier.other	%28asce%291084-0702%282009%2914%3A1%287%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51173
dc.description.abstract	The 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 (
dc.publisher	American Society of Civil Engineers
dc.title	Dynamic Soil–Structure Interaction of Bridge Substructure Subject to Vessel Impact
dc.type	Journal Paper
dc.journal.volume	14
dc.journal.issue	1
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2009)14:1(7)
dc.tree	Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001
dc.contenttype	Fulltext