Design of Bridge Pier Pile Foundations for Ship Impact-Reference-Cited by-同舟云学术

Design of Bridge Pier Pile Foundations for Ship Impact

Published:1992-08 Issue:8 Volume:118 Page:2151-2167
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Kuzmanović Bogdan O.,Sanchez Manuel R.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281992%29118%3A8%282151%29

Reference16 articles.

1. Interim proposal for ship impacts . (1988). American Association of State Highway and Transportation Officials (AASHTO) Washington D.C.

2. Davisson M. T. and Robinson K. E. (1965). “Bending and buckling of partially embedded piles.” Proc. 6th Int. Conf. Soil Mech. Found. Engrg. Vol. 2 Montreal Canada 243–246.

3. Davisson M. T. (1970). “Lateral load capacity of piles.” Highway Res. Record No. 333 104–112.

4. Denver H. (1983). “Geotechnical model tests for the design of protective islands.” (IABSE) Colloquium; Preliminary Report Copenhagen Denmark 353–360.

5. Derucher K. H. and Heins C. P. (1978). Bridge and pier protective systems and devices . M. Decker New York N.Y.

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