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Geotechnical Design of Large Diameter Impact Driven Pipe Pile Foundations: New East Span San Francisco-Oakland Bay Bridge Cover

Geotechnical Design of Large Diameter Impact Driven Pipe Pile Foundations: New East Span San Francisco-Oakland Bay Bridge

Engineer: Journal of the Institution of Engineers, Sri Lanka
Volume 38 (2005): Issue 3
By: ,   and    
Open Access
|Jul 2005
Authors

Authors

S. Mohan

tmpal@ou.ac.lk

Department of Transportation

R. E. Stevens

tmpal@ou.ac.lk

Fugro-McClelland Marine Geosciences

B. H. Maroney

tmpal@ou.ac.lk

Department of Transportation
DOI: https://doi.org/10.4038/engineer.v38i3.7223 | Journal eISSN: 2550-3219
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Language: English
Page range: 60 - 67
Published on: Jul 23, 2005
Published by: The Institution of Engineers, Sri Lanka
In partnership with: Paradigm Publishing Services
Keywords:
Impact hammer,
Pile driving,
Bay mud,
Soil-pile setup,
Acceptance criteria

© 2005 S. Mohan, R. E. Stevens, B. H. Maroney, published by The Institution of Engineers, Sri Lanka
This work is licensed under the Creative Commons License.

Volume 38 (2005): Issue 3
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