Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 5
Abstract
In a conventional Newmark slope model, a soil block is assumed to slide along a rigid plane in a perfectly plastic mode when an input motion exceeds yield acceleration. In reality, a small deformation may well be expected to occur immediately before sliding due to shear deformation in a thin layer underneath the sliding block. In this research, a spring-supported Newmark model (SSNM) has been developed by adding a linear spring for the presliding yield displacement to the slider of the conventional Newmark model (CNM), demonstrating the reproducibility of key behavior of slope sliding in model tests. Dynamic responses of slopes to harmonic and earthquake motions have been calculated to find that in the SSNM the acceleration for slide initiation tends to overshoot the yield acceleration of the CNM by a larger margin due to a tiny yield displacement of millimeters. The overshoot is also found to become larger with increasing input frequency, which has also been observed in model shaking table tests. According to example calculations on a typical slope with realistic design parameters shaken by recorded strong earthquake motions, the number of slide repetitions and the associated cumulative slope displacements are calculated much smaller than in the CNM due to the overshooting of yield acceleration. Thus, the newly developed SSNM can be more realistic than the conventional method in evaluating seismic slope behavior by providing a small yield deformation as a specific slope-dependent parameter.
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Data Availability Statement
All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The shaking table test data revisited in this paper was conducted in the Civil & Environmental Engineering Department of Chuo University, Tokyo, Japan, in 2005 by Dr. Tomohiro Ishizawa as partial fulfillment of PhD thesis as well as by graduate students in their master’s research in 2008–2011. The author would like to acknowledge their great contributions to the model tests.
References
Bray, J. D., and T. Travasarou. 2007. “Simplified procedure for estimating earthquake-induced deviatoric slope displacements.” J. Geotech. Geoenviron. Eng. 133 (4): 381–392. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(381).
Crespellani, T., C. Madiai, and G. Vannucchi. 1998. “Earthquake destructiveness potential factor and slope stability.” Géotechnique 48 (3): 411–419. https://doi.org/10.1680/geot.1998.48.3.411.
Kokusho, T. 2017. “Earthquake-induced slope failure.” Chap. 6 in Innovative earthquake soil dynamics, 415–452. Boca Raton, FL: CRC Press.
Kokusho, T. 2019. “Energy-based Newmark method for earthquake-induced slope displacements.” Soil Dyn. Earthquake Eng. 121 (Jun): 121–134. https://doi.org/10.1016/j.soildyn.2019.02.027.
Kokusho, T., and T. Ishizawa. 2006. “Energy approach for earthquake induced slope failure evaluation.” Soil Dyn. Earthquake Eng. 26 (2–4): 221–230. https://doi.org/10.1016/j.soildyn.2004.11.026.
Kokusho, T., T. Ishizawa, and T. Hara. 2009. “Slope failures during the 2004 Niigataken Chetsu earthquake in Japan.” In Earthquake geotechnical case histories for performance-based design, 47–70. Boca Raton, FL: CRC Press.
Kokusho, T., T. Ishizawa, and K. Koizumi. 2011. “Energy approach to seismically induced slope failure and its application to case histories.” Eng. Geol. 122 (1–2): 115–128. https://doi.org/10.1016/j.enggeo.2011.03.019.
Kokusho, T., T. Koyanagi, and T. Yamada. 2014a. “Energy approach to seismically induced slope failure and its application to case histories—Supplement.” Eng. Geol. 181 (Oct): 290–296. https://doi.org/10.1016/j.enggeo.2014.08.019.
Kokusho, T., J. Mori, M. Mizuhara, and F. Huolang. 2022. “Energy-based Newmark method for earthquake-induced slope displacements—Revisited.” Soil Dyn. Earthquake Eng. 162 (Nov): 107449. https://doi.org/10.1016/j.soildyn.2022.107449.
Kokusho, T., Y. Yamamoto, T. Koyanagi, Y. Saito, and T. Yamada. 2014b. “Model tests on threshold energy for slope failure and associated case studies.” [In Japanese.] Jpn. Geotech. J. 9 (4): 721–737. https://doi.org/10.3208/jgs.9.721.
Koyanagi, T. 2012. “Model experiment on threshold energy of slope failure initiation during earthquakes and application to slope stability evaluation.” [In Japanese.] Master’s thesis, Graduate School, Chuo Univ.
Kramer, S. L., and M. W. Smith. 1997. “Modified Newmark model for seismic displacements of compliant slopes.” J. Geotech. Geoenviron. Eng. 123 (7): 635–644. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:7(635).
Makdisi, F. I., and H. B. Seed. 1978. “Simplified procedure for estimating dam and embankment earthquake-induced deformations.” J. Geotech. Eng. Div. 104 (7): 849–867. https://doi.org/10.1061/AJGEB6.0000668.
Newmark, N. M. 1965. “Effects of earthquakes on dams and embankments.” Géotechnique 15 (2): 139–160. https://doi.org/10.1680/geot.1965.15.2.139.
NIED (National Research Institute for Earth Science and Disaster Resilience). 2023. “National Research Institute for Earth Science and Disaster Resilience, Tsukuba, Japan.” Accessed September 30, 2023. https://www.kyoshin.bosai.go.jp/kyoshin/.
Rathje, E. M., and J. D. Bray. 2000. “Nonlinear coupled seismic sliding analysis of earth structures.” J. Geotech. Geoenviron. Eng. 126 (11): 1002–1014. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:11(1002).
Sarma, S. K. 1975. “Seismic stability of earth dams and embankments.” Géotechnique 25 (4): 743–761. https://doi.org/10.1680/geot.1975.25.4.743.
Watanabe, H., S. Sato, and K. Murakami. 1984. “Evaluation of earthquake-induced sliding in rockfill dams.” Soils Found. 24 (3): 1–14. https://doi.org/10.3208/sandf1972.24.3_1.
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© 2024 American Society of Civil Engineers.
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Received: Jun 15, 2023
Accepted: Dec 12, 2023
Published online: Feb 23, 2024
Published in print: May 1, 2024
Discussion open until: Jul 23, 2024
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