Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Large Scale Liquefaction-Induced Lateral Spreading Shake Table Testing at the University of California San Diego

Publication: Geo-Congress 2019: Earthquake Engineering and Soil Dynamics (GSP 308)

ABSTRACT

This paper presents a series of large scale liquefaction-induced lateral spreading shake table tests conducted at the University of California, San Diego (UCSD). A total of 7 different experiments are illustrated with varying heights, inclinations, soil profiles, pile material, and cross-sections. The available capabilities discussed are part of overall large-scale UCSD laboratories, one of the largest and most active earthquake engineering laboratories worldwide. Specifically, testing using 2 different shake tables is discussed, one being the largest outdoor shake table in the world. The testing models were densely instrumented with top of the line sensor arrays. Instrumentation includes strain gauges, pressure and excess pore-pressure sensors, accelerometers, and displacement pots. The method of construction is presented, and the stages clearly described. A sample of results is presented and conclusions are drawn.

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ACKNOWLEDGEMENT

The presented research is supported by the California Department of Transportation with Dr. Charles Sikorsky as the Program Manager. Their support is gratefully acknowledged. The authors would like to thank the staff and research engineers of the UCSD Powell laboratories and the Englekirk Structural Engineering Center. Soil pressure and Pore Pressure transducers used in liquefaction testing were provided by Kyowa Americas Inc and their technical support is gratefully appreciated.

REFERENCES

Abdoun, T., Dobry, R., O'Rourke, T. D. and Goh, S. H. (2003). “Pile response to lateral spreads: centrifuge modeling,” Journal of Geotechnical and Geoenvironmental Engineering 129(10), 869–878.
Bartlett, S. F., and Youd, T. L. (1995). “Empirical prediction of liquefaction-induced lateral spread.” J. Geotech. Engrg. Div., ASCE, 121(4), 316–329.
Bastidas, A. M. (2016). “Ottawa F-65 Sand Characterization.” Ph.D Dissertation, University of California, Davis.
Brandenberg, S. J.; Boulanger, R. W.; Kutter, B. L.; and Chang, D. (2005). “Behavior of pile foundations in laterally spreading ground during centrifuge tests,” Journal of Geotechnical and Geoenvironmental Engineering, 131(11), 1378–1391.
Brandenberg, S. J.; Boulanger, R. W.; Kutter, B. L.; and Chang, D. (2007). “Liquefaction-Induced Softening of Load Transfer between Pile Groups and Laterally Spreading Crusts,” Journal of Geotechnical and Geoenvironmental Engineering, 133(1), 91–103.
Chang, B. J., Hutchinson, T. C. (2013). “Experimental investigation of plastic demands in piles embedded in multi-layered liquefiable soils,” Soil Dynamics and Earthquake Engineering 49, 146–156.
Cubrinovski, M., Kokusho, T. and Ishihara, K. (2006). “Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils,” Soil Dynamics and Earthquake Engineering 26, 275–286.
Dobry, R., Abdoun, T., O'Rourke, T. D. and Goh, S. H. (2003). “Single piles in lateral spreads: Field bending moment evaluation,” Journal of Geotechnical and Geoenvironmental Engineering 129(10), 879–889.
Ebeido, A., Zayed, M., Kim, K., Wilson, P., Elgamal, A., (2018a). Large Scale Geotechnical Shake Table Testing at the University of California San Diego. Proc. of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures. Cairo, Egypt. 24–28 November.
Ebeido, A., Elgamal, A., Zayed, M., (2018b). Pile response during liquefaction-induced lateral spreading: 1-g shake table tests with different ground inclination. Proc. 9th international conference on Physical Modelling in Geotechnics. City, University of London. 17–20 July.
Ebeido, A. (2019). Lateral-Spreading Effects on Pile Foundations: Large-scale Testing and Analysis. PhD Thesis. Department of Structural Engineering. University of California San Diego, La Jolla, CA.
Finn, W. L. (2015). “1st Ishihara Lecture: An overview of the behavior of pile foundations in liquefiable and non-liquefiable soils during earthquake excitation,” Soil Dynamics and Earthquake Engineering 68, 69–77.
Hamada, M. (2000). “Performance of foundations against liquefaction-induced permanent ground displacement,” Proc., 12th World Conference on Earthquake Engineering Auckland, New Zealand.
He, L. (2005). “Liquefaction-induced lateral spreading and its effects on pile foundations,” Ph.D Dissertation, University of California, San Diego.
He, L., Elgamal, A., Abdoun, T., Abe, A., Dobry, R., Hamada, M., Menses, J., Sato, M., Shantz, T., and Tokimatsu, K. (2009). Liquefaction-Induced Lateral Load on Pile in a Medium Dr Sand Layer, Journal of Earthquake Engineering, 13:7, 916–938.
Ishihara, K. and Cubrinovski, M. (2004). “Case studies on pile foundations undergoing lateral spreading in liquefied deposits,” Fifth International Conference on Case Histories in Geotechnical Engineering New York, NY.
Japanese Geotechnical Society (JGS), (1996). “Special Issue on Geotechnical Aspects of the January 17, 1995, Hyogoken-Nambu Earthquake.” Soils and Foundations, 2, 216.
Japanese Geotechnical Society (JGS), (1998). “Special Issue No. 2 on Geotechnical Aspects of the January 17, 1995, Hyogoken-Nambu Earthquake.” Soils and Foundations, 2, 216.
Jakrapiyanun, W., Ashford, S. Elgamal, A. and Meneses, J. (2001). Shake Table Testing using a Laminar Box for Soil-Foundation-Structure Interaction. UCSD Structural Systems Research Project, Report No. SSRP-2001/21.
Koyamada, K., Miyamoto, Y. and Tokimatsu, K. (2006). “Field investigation and analysis study of damaged pile foundation during the 2003 Tokachi-Oki Earthquake” ASCE 97–108.
Magenes, G. (1989). Design, analysis and calibration of the UCSD shake table. University of California, San Diego, Department of Applied Mechanics/Engineering Sciences.
Martin, G. R. and Chen, C. Y. (2005). “Response of piles due to lateral slope movement”. Computers and Structures. 83(8–9): 588–598.
Meneses, J., Hamada, M., Kurita, M. and Elgamal, A. (2002). “Soil-pile interaction under liquefied sand flow in 1g shake table tests,” Proc., Int. Conf. on Advances and New Challenges in Earthquake Engineering Research Harbin and Hong Kong, China.
Motamed, R. and Towhata, I. (2010). “Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading,” Journal of Geotechnical and Geoenvironmental Engineering 136(3) 477–489.
Motamed, R., Towhata, I., Honda, T., Tabata, K., and Akio, A. (2013). “Pile group response to liquefaction-induced lateral spreading: E-Defense large shake table test,” Soil Dynamics and Earthquake Engineering 51 35–46.
NHERI @ UC San Diego Large High-Performance Outdoor Shake Table, http://nheri.ucsd.edu.
Ozcelik, O., Luco, J. E., Conte, J. P., Trombetti, T. L., and Restrepo, J. I. (2008). Experimental characterization, modeling and identification of the NEES-UCSD shake table mechanical system. Earthquake Engineering & Structural Dynamics, 37(2), 243–264.
Tokida, K., Iwasaki, H., Matsumoto, H. and Hamada, T. (1993). “Liquefaction potential and drag force acting on piles in flowing soils,” Soil Dynamic and Earthquake Engineering, Computational Mechanics 349–364, South Hampton, England.
Tokimatsu, K. and Asaka, Y. (1998). “Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken-Nambu earthquake,” Soil and Foundations Special Issue on Geotechnical Aspects of the January 17, 1995 Hyogoken-Nambu earthquake, 2, 163–178.
Tokimatsu, K. and Suzuki, H. (2004). “Pore water pressure response around pile and its effects on p-y behavior during soil liquefaction,” Soils and Foundations 44(6), 101–110.
Tokimatsu, K., Suzuki, H., and Sato, M. (2005). Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation. Soil Dynamics and Earthquake Engineering, No. 25, pp. 753–762.
Ubilla, J., Abdoun, T. and Dobry, R. (2011). “Centrifuge scaling laws of pile response to lateral spreading,” International Journal of Physical Modelling in Geotechnics.
Van Den Einde, L, Restrepo, J, Conte, J. P, Luco, E, Seible, F, Filiatrault, A, Clark, A, Johnson, A, Gram, M, Kusner, D, Thoen, B. (2004). Development of the George E. Brown Jr. network for earthquake engineering simulation (NEES) large high performance outdoor shake table at the University of California, San Diego. Proceedings of the 13th World Conference on Earthquake Engineering, Paper No. 3281. Vancouver, BC, Canada.
Yasuda, S. and Berrill, J.B. (2000). Observations of the Earthquake Response of Foundations in Soil Profiles Containing Saturated Sands. 1st International Conference on Geotechnical and Geological Engineering. Melbourne, Australia, Issue Lecture, pp. 1441–1471.
Zeghal, M. and Elgamal, A.-W. (1994). Analysis of site liquefaction using earthquake records. J. of Geotechnical Engineering. 120(6), 996–1017.

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Go to Geo-Congress 2019
Geo-Congress 2019: Earthquake Engineering and Soil Dynamics (GSP 308)
Pages: 22 - 30
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8210-0

History

Published online: Mar 21, 2019
Published in print: Mar 21, 2019

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Ahmed Ebeido, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085. E-mail: [email protected]
Ahmed Elgamal, Ph.D., M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085. E-mail: [email protected]
Muhammad Zayed, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085. E-mail: [email protected]

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