Model Solutions for Performance-Based Seismic Analysis of an Anchored Sheet Pile Quay Wall
Conventional seismic designs of quay walls in ports are mostly based on pseudo-static analysis. A more advanced alternative is the Performance-Based Design (PBD) method, which evaluates permanent deformations and amounts of (repairable) damage under seismic loading. The aim of this study is to investigate the suitability of this method for anchored sheet pile quay walls that were not purposely designed for seismic loads. A research methodology is developed in which pseudo-static, permanent-displacement and finite element analysis are employed, calibrated with an experimental reference case that considers a typical anchored sheet pile wall. A reduction factor that accounts for deformation behaviour is determined for pseudo-static analysis. A model to apply traditional permanent displacement analysis on anchored sheet pile walls is proposed. Dynamic analysis is successfully carried out. From the research it is concluded that PBD evaluation can effectively be used for seismic analysis and design of this type of structure.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1112009Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1910
 American Society of Civil Engineers (ASCE), “Seismic Guidelines for Ports”, Ports Committee of the Technical Council on Lifeline Earthquake Engineering, monograph no. 12, edited by S.D. Werner, ASCE, 1998.
 International Navigation Association (PIANC), “Seismic Design Guidelines for Port Structures”, Working Group No. 34 of the Maritime Navigation Commission, A.A. Balkema Publishers, 2001.
 D.J. Peters and A. Wiggers, Royal Haskoning DHV, The Netherlands, private communication, September 2014.
 American Society of Civil Engineers (ASCE), “Seismic Design of Pile-Supported Piers and Wharves”, Public Comment Response Version, ASCE, 2013.
 Port of Long Beach (POLB), “Wharf Design Criteria”, Version 2.0, Various Authors, Long Beach, CA, 2009.
 NEN-EN1998-5:2005, “Design of structures for earthquake resistance”, Part 5: Foundations, retaining structures and geotechnical aspects.
 The Overseas Coastal Area Development Institute of Japan (OCDI), “Technical Standards and Commentaries for Port and Harbour Facilities in Japan”, Ports and Harbours Bureau, Ministry of Land, Infrastructure, Transport and Tourism (MLIT), National Institute for Land and Infrastructure Management, MLIT, Port and Airport Research Institute, Tokyo, 2009.
 R.M., Ebeling and E.E. Morrison, “The Seismic Design of Waterfront Retaining Structures”, Technical Report ITL-92-11, NCEL TR-939, Port Hueneme, CA: U.S. Naval Civil Engineering Laboratory, 1992.
 S.L. Kramer., “Geotechnical Earthquake Engineering”, Prentice-Hall International Series in Civil Engineering and Engineering Mechanics, Upper Saddle River, New Jersey: Prentice-Hall Inc., 1996.
 Higuchi S., Miki K. & Nakamura Y., Morikawa Y. & Sugano T., Kikuchi Y., Hoshino M. and Higashiyama K., “Evaluation of the Seismic Performance of Dual Anchored Sheet Pile Wall”, 15th World Conference on Earthquake Engineering, Lisboa, 2012.
 R.W. Jibson, “Methods for assessing the stability of slopes during earthquakes — a retrospective”, Engineering Geology, vol. 122, pp43-50, 2011.
 E. Kranz, “Über die Verankerung von Spundwänden”, Verlag Wilhelm Ernst & Sohn, 1953.
 I. Towhata and M.S. Islam, “Prediction of lateral displacement of anchored bulkheads induced by seismic liquefaction”, Soils Found.27, no.4, pp137-147, 1987.
 N.N. Ambraseys and J.M. Menu, “Earthquake-induced ground displacements”, Earthquake Engineering and Structural Dynamics 16, pp985-1006, 1988.
 R.W. Jibson, “Predicting earthquake-induced landslide displacements using Newmark’s sliding block analysis”, Transportation Research Record 1411, pp9-17, 1993.
 R.W. Jibson, E.L. Harp and J.A. Michael, “A method for producing digital probabilistic seismic landslide hazard maps - An example from the Los Angeles, California, area”, U.S. Geological Survey Open-File Report 98-113, 1998.
 R.W. Jibson, “Regression models for estimating co-seismic landslide displacement”, Engineering Geology 91, pp209-218, 2007.
 G. Saygili and E.M. Rathje, “Empirical predictive models for earthquake-induced sliding displacements of slopes”, Journal of Geotechnical and Geo-environmental Engineering 134, pp790-803, 2008.
 R.B.J. Brinkgreve, M.H. Kappert and P.G. Bonnier, “Hysteretic damping in a small-strain stiffness model”, Numerical Models in Geomechanics, NUMOG X, pp737-742, 2007.
 R.B.J. Brinkgreve, E. Engin and H.K. Engin, “Validation of empirical formulas to derive model parameters for sands”, Numerical Methods in Geotechnical Engineering, 2010.
 S. Kitajima and T. Uwabe, “Analysis of seismic damage in anchored sheet-piling bulkheads”, Report of the Japanese Port and Harbour Research Institute, vol.18, no.1, pp67-130 (in Japanese), 1979.