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