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Publications tagged with [bridge foundation]
Total Items found:
Anastasopoulos I.
,
Georgarakos T.
et al.
<p>This paper investigates experimentally the effectiveness of a new seismic design philosophy, in which soil failure is “utilized” to protect the superstructure. A physical model of a simple bridge pier is used as an example. Two alternatives ...
Filed under:
Soil Mechanics -
Shallow Foundation
Reference:
Proc. 3 rd Greece–Japan Workshop : Seismic Design, Observation, Retrofit of Foundations, Santorini 22–23 September
Elgamal A.
,
Yan L.
et al.
<p>Soil-structure interaction may play a major role in the seismic response of a bridge structure. Specifically, soil layers of low stiffness and strength may result in permanent displacement of the abutments and foundations, thus imposing important kinematic ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
ournal of Structural Engineering, Vol. 134, No. 7, July 2008, pp. 1165-1176
<p>This Reference Manual is intended principally to serve as a supplement to the Participant’s Workbook for the FHWA’s National Highway Institute Course on Load and Resistance Factor Design for Highway Bridge Substructures. The Reference Manual ...
Filed under:
Codes and Standards -
USA
Reference:
NHI Course No. 132068, Publication No. FHWA HI-98-032, Federal Highway Administration
This report explores current practices pertaining to each step of the design process, along with the limitations identifies emerging and promising technologies examines the principal challenges in advancing the state of the practice and investigates future ...
Filed under:
Rock Mechanics -
Rock Foundation
Reference:
NCHRP Synthesis 360, TRB
<p>This research project was funded to investigate the possibility that, by measuring and modeling the dynamic response characteristics of a bridge substructure, it might be possible to determine the condition and safety of the substructure and identify its ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Federal Highway Administration, FHWA-RD-03-089, 2005
Paikowsky S. G.
,
Birgisson B.
et al.
This report contains the findings of a study to develop resistance factors for driven pile and drilled shaft foundations. These factors are recommended for inclusion in Section 10 of the AASHTO LRFD Bridge Design Specifications to reflect current best practice ...
Filed under:
Codes and Standards -
USA
Reference:
NCHRP REPORT 507, Load and Resistance Factor Design (LRFD) for Deep Foundations
Jeremic B.
,
Kunnath S.
et al.
<p>Presented here is an analysis of the effects of soil-foundation-structure interaction (SFSI) on seismic response of highway bridges. Of particular importance is the issue of input motions, their scaling and application to the SFS models. The analysis presented ...
Filed under:
Soil Mechanics -
Soil - Structure Interaction
Reference:
13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, Paper No. 294
<p>Load factor design (LFD) codes have been used in the US since the 1970’s, and in the highway industry since 1977, but their application was limited to the design of superstructure components. Introduction of the AASHTO LRFD Bridge Design Specifications ...
Filed under:
Codes and Standards -
USA
Reference:
LSD2003: International Workshop on Limit State Design in Geotechnical Engineering Practice, Phoon, Honjo & Gilbert (eds) © 2003 World Scientific Publishing Company