Centrifuge Modeling of Ship Impact Loads on Bridge Pile Foundations-Reference-Cited by-同舟云学术

Centrifuge Modeling of Ship Impact Loads on Bridge Pile Foundations

Published:2011-04 Issue:4 Volume:137 Page:405-420
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chu L. M.¹²,Zhang L. M.¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China.

2. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000446

Reference38 articles.

1. AASHTO. (1991). Guide specification and commentary for vessel collision design of highway bridges Washington DC.

2. AASHTO. (1994). LRFD bridge design specifications and commentary Washington DC.

3. ASTM. (1999). “Standard testing method for wet preparation of soil samples for particle-size analysis and determination of soil constants ” D2217 West Conshohocken PA.

4. Bezuijen A. Schaminee P. E. L. and Lee D. M. (2003). “Model tests on ship impact in a revetment performed in a geotechnical centrifuge.” Proc. BGA Int. Conf. on Foundations Telford London 119–128.

5. Bolton M. D. and Lau C. K. (1988). “Scale effects arising from particle size.” Proc. Centrifuge 88: Int. Conf. on Geotechnical Centrifuge Modeling Balkema Rotterdam The Netherlands 127–131.

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