Newmark-Type Pseudo-Three-Dimensional Back-Analysis of Co-Seismic Landslides in Egkremnoi, Lefkada, Greece
Publication: Geo-Extreme 2021
ABSTRACT
A pseudo-three-dimensional (pseudo-3D) methodology to back-analyze coseismic landslides was developed and applied to 68 mapped landslides, which occurred over approximately 1 km2 area in Egkremnoi, Greece, during the 2015 Mw 6.5 Lefkada earthquake. The methodology is based on a one-dimensional (1D) Newmark-type sliding block model to assess instability and a spatial projection in 3D topography to derive landslide geometry. The strength parameters for modeled landslides that best match the landslide location, area, and volume were derived through an iterative scheme that optimizes the match using predefined matching criteria. The range of different-sized landslides produced shear strength estimates from ~10 to 300 kPa and led to the derivation of a regionally averaged strength envelope characterized by a cohesion of 6 kPa and a friction angle of 53° for the highly fractured limestones that are encountered in this area. Compared to previous full 3D slope stability analyses in this area, the friction angle using this methodology was found to be generally consistent, but the cohesion was lower. The presented methodology can provide a computationally efficient method to estimate the average shear strength of a geologic unit over large areas, especially where extensive field and laboratory tests on the materials are unavailable or difficult to conduct.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Bray, J. D., and Macedo, J. (2019). Procedure for estimating shear-induced seismic slope displacement for Shallow Crustal Earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 145(12), 04019106.
Gallen, S. F., Clark, M. K., and Godt, J. W. (2015). Coseismic landslides reveal near-surface rock strength in a high-relief, tectonically active setting. Geology, 43(1), 11–14.
Gong, W., Zekkos, D., Clark, M., Manousakis, J., and Kirschbaum, D. Regional 3D stability analyses of the Egkremnoi coastline and comparison with landsliding caused by the 2015 Lefkada earthquake. International Foundations Congress and Equipment Exposition 2021. (Accepted).
Jibson, R. W. (2007). Regression models for estimating coseismic landslide displacement. Engineering Geology, 91(2–4), 209–218.
Jibson, R. W., Harp, E. L., and Michael, J. A. (2000). A method for producing digital probabilistic seismic landslide hazard maps. Engineering Geology, 58(3–4), 271–289.
Macedo, J., Bray, J., Abrahamson, N., and Travasarou, T. (2018). Performance-based probabilistic seismic slope displacement procedure. Earthquake Spectra, 34(2), 673–695.
Rathje, E. M., and Antonakos, G. (2011). A unified model for predicting earthquake-induced sliding displacements of rigid and flexible slopes. Engineering Geology, 122(1-2), 51–60.
Rathje, E. M., and Saygili, G. (2009). Probabilistic assessment of earthquake-induced sliding displacements of natural slopes. Bulletin of the New Zealand Society for Earthquake Engineering, 42(1), 18–27.
Rathje, E. M., Wang, Y., Stafford, P. J., Antonakos, G., and Saygili, G. (2014). Probabilistic assessment of the seismic performance of earth slopes. Bulletin of Earthquake Engineering, 12(3), 1071–1090.
Spencer, E. (1967). A method of analysis of the stability of embankments assuming parallel inter-slice forces. Géotechnique, 17(1), 11–26.
SoilVision Systems Ltd. (2019). SVSLOPE Theory Manual. Saskatoon, Saskatchewan, Canada.
Zekkos, D., and Clark, M. K. (2020). Characterization of landslides and rock mass strength leveraging the 2015 Mw 6.5 Lefkada Earthquake in Greece. National Earthquake Hazards Reduction Program, Award Number G17AP00088.
Information & Authors
Information
Published In
Copyright
© 2021 American Society of Civil Engineers.
History
Published online: Nov 4, 2021
Authors
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.