Chapter
Sep 12, 2019
15th Triennial International Conference

Port of San Francisco Seawall—Geotechnical Approach for Seismic Vulnerability Optimization

Publication: Ports 2019: Port Engineering

ABSTRACT

The three-mile long Port of San Francisco northern seawall was built more than a century ago to reclaim hundreds of acres of tidal mudflat and transform them into a major deep water port. The seawall was constructed by dredging a trench through soft Young Bay mud, filling the trench with rock, and building a bulkhead wall. The seawall retains up to 40 feet of potentially liquefiable heterogeneous fills. The soft foundation soils and retained fill are subject to significant strength degradation during strong shaking, which can lead to large displacements that can undermine the structural integrity and function of the seawall. The geotechnical approach adopted to assess the seawall seismic vulnerability emphasized collection of high quality geotechnical data and rigorous numerical analyses with appropriately calibrated constitutive models. The benefits include a reliable, rather than conservative, assessment of vulnerability which eliminates overengineering and allows the port to confidently prioritize retrofit funds.

Get full access to this article

View all available purchase options and get full access to this chapter.

ACKNOWLEDGMENTS

The work presented in this paper was funded by the Port of San Francisco through Fugro’s client, Jacobs, as part of the San Francisco Seawall Earthquake Safety and Disaster Prevention Program. The site investigation program was completed successfully due to the hard work of Dillon Braud and Deron Van Hoff of Fugro and continued assistance from Matthew Wickens and Steven Reel from the Port of San Francisco. Deme Koutsoftas offered valuable suggestions for the planning and interpretation of the site investigation and laboratory testing program data. Members of the seismic peer review panel Shahriar Vahdani, Stephen Dickenson and Jonathan Bray also provided insightful comments during the planning and execution of this work.

REFERENCES

Boulanger, R. W., Price, A. B., Ziotopoulou, K. (2018) “Constitutive Modeling of the Cyclic Loading Response of Low Plasticity Fine-Grained Soils”. Proceedings of GeoSahnghai 2018 International Conference: Fundamentals of Soil Behaviours, pp. 1-12.
Boulanger, R. W., & Ziotopoulou, K. (2015). PM4Sand (Version 3): A sand plasticity model for earthquake engineering applications. Center for Geotechnical Modeling Report No. UCD/CGM-15/01, Department of Civil and Environmental Engineering, University of California, Davis, Calif.
Boulanger, R. W., & Ziotopoulou, K. (2018). PM4Silt (Version 1): a silt plasticity model for earthquake engineering applications. Report No. UCD/CGM-18/01, Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, CA, 108 pp.
Beaty, M., and Byrne, P.M., (1998). “An Effective Stress Model for Predicting Liquefaction Behavior of Sand,” Proceedings of a Specialty Conference, Geotechnical Earthquake Engineering and Soil Dynamics, ASCE pp. 766-777, Seattle.
Fiegel, G. L. (1995). "Centrifugal and Analytical Modeling of Soft Soil Sites Subjected to Seismic Shaking” Ph.D. dissertation, University of California, Davis.
GHD-GTC Joint Venture (2016) “Seawall Earthquake Vulnerability Study at Northern Seawall, San Francisco California” prepared for the Port of San Francisco, July.
Giannakou, A., Travasarou, T., Ugalde, J., Chacko, M.J., and Byrne, P. (2011).“Calibration Methodology for Liquefaction Problems Considering Level and Sloping Ground Conditions” 5ICEGE, Chile, CMFGI.
Idriss and Boulanger R.W. (2008) “Soil Liquefaction During Earthquakes” monograph series, No. MNO-12, Earthquake Engineering Research Institute.
Itasca Consulting Group Inc. (2016), “Fast Lagrangian Analysis of Continua (FLAC2D),” version 8.0.
Kutter, B. L., & James, R. G. (1989). Dynamic centrifuge model tests on clay embankments. Geotechnique, 39(1), 91-106.
Ladd, C. C., & Foot, R. (1974). New design procedure for stability of soft clays. Journal of Geotechnical and Geoenvironmental Engineering, 100 (Proc. Paper 10064).

Information & Authors

Information

Published In

Go to Ports 2019
Ports 2019: Port Engineering
Pages: 402 - 414
Editors: Pooja Jain, Moffatt & Nichol and William S. Stahlman III, America's Central Port
ISBN (Online): 978-0-7844-8261-2

History

Published online: Sep 12, 2019
Published in print: Sep 12, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Jose Ugalde [email protected]
P.E.
Associate Engineer, Fugro, Walnut Creek, CA. E-mail: [email protected]
Adam Price, Ph.D. [email protected]
Senior Staff Engineer, Fugro, Walnut Creek, CA. E-mail: [email protected]
Thaleia Travasarou, Ph.D. [email protected]
P.E., G.E.
Principal Engineer, Fugro, Walnut Creek, CA. E-mail: [email protected]
Nason McCulough, Ph.D. [email protected]
P.E.
Geotechnical Engineer, Jacobs, Corvallis, OR. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$154.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$154.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share