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2022 | OriginalPaper | Chapter

SEM-Newmark Sliding Mass Analysis for Regional Coseismic Landslide Hazard Evaluation: A Case Study of the 2016 Kumamoto Earthquake

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Abstract

Coseismic landslides have been observed to cause severe damage during many historic earthquakes. Numerical simulation of fault rupture process, wave propagation and triggering of landslides considering realistic topography and geological conditions helps identify the key factors in the landslide triggering and evaluate the potential slope instability in seismically active areas.
In this study, a physics-based regional coseismic landslide evaluation framework is constructed by integrating the flexible sliding analysis into spectral element model (SEM). The framework combines advantages of SEM model for its capability of simulating complex 3D large-scale wave propagation and a flexible mass sliding analysis for capturing local soil response in coseismic slope stability evaluation. Besides, equivalent linear method is implemented to incorporate the effect of soil nonlinearity.
The developed model is adopted to simulate the landslides in the Aso Volcano area triggered by the 2016 Kumamoto earthquake. Realistic digital elevation model, site conditions and fault rupture model of simulated region (51 km × 43 km) are used in the simulation. The resulting sliding response is compared with the inventory of the triggered landslides to validate the proposed model.

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Literature
1.
go back to reference Newmark, N.M.: Effects of earthquakes on dams and embankments. Geotechnique 15, 139–159 (1965)CrossRef Newmark, N.M.: Effects of earthquakes on dams and embankments. Geotechnique 15, 139–159 (1965)CrossRef
2.
go back to reference Seed, H.B., Martin, G.R.: The seismic coefficient in earth dam design. J. Soil Mech. Found. Div. 92(3), 25–58 (1966)CrossRef Seed, H.B., Martin, G.R.: The seismic coefficient in earth dam design. J. Soil Mech. Found. Div. 92(3), 25–58 (1966)CrossRef
3.
go back to reference Bray, J.D., Rathje, E.M.: Earthquake-induced displacements of solid-waste landfills. J. Geotech. Geoenviron. Eng. 1243, 242–253 (1988) Bray, J.D., Rathje, E.M.: Earthquake-induced displacements of solid-waste landfills. J. Geotech. Geoenviron. Eng. 1243, 242–253 (1988)
4.
go back to reference Wang, G.: Efficiency of scalar and vector intensity measures for seismic slope displacements. Front. Struct. Civ. Eng. 6(1), 44–52 (2012)CrossRef Wang, G.: Efficiency of scalar and vector intensity measures for seismic slope displacements. Front. Struct. Civ. Eng. 6(1), 44–52 (2012)CrossRef
5.
go back to reference Rathje, E.M., Antonakos, G.: A unified model for predicting earthquake-induced sliding displacements of rigid and flexible slopes. Eng. Geol. 122(1–2), 51–60 (2011)CrossRef Rathje, E.M., Antonakos, G.: A unified model for predicting earthquake-induced sliding displacements of rigid and flexible slopes. Eng. Geol. 122(1–2), 51–60 (2011)CrossRef
6.
go back to reference Saygili, G., Rathje, E.M.: Empirical predictive models for earthquake-induced sliding displacements of slopes. J. Geotech. Geoenviron. Eng. 134(6), 790–803 (2008)CrossRef Saygili, G., Rathje, E.M.: Empirical predictive models for earthquake-induced sliding displacements of slopes. J. Geotech. Geoenviron. Eng. 134(6), 790–803 (2008)CrossRef
7.
go back to reference Jibson, R.W.: Regression models for estimating coseismic landslide displacement. Eng. Geol. 91(2–4), 209–218 (2007)CrossRef Jibson, R.W.: Regression models for estimating coseismic landslide displacement. Eng. Geol. 91(2–4), 209–218 (2007)CrossRef
8.
go back to reference Bray, J.D., Travasarou, T.: Simplified procedure for estimating earthquake-induced deviatoric slope displacements. J. Geotech. Geoenviron. Eng. 1334, 381–392 (2007)CrossRef Bray, J.D., Travasarou, T.: Simplified procedure for estimating earthquake-induced deviatoric slope displacements. J. Geotech. Geoenviron. Eng. 1334, 381–392 (2007)CrossRef
9.
go back to reference Watson-Lamprey, J., Abrahamson, N.: Selection of ground motion time series and limits on scaling. Soil Dyn. Earthq. Eng. 265, 477–482 (2006)CrossRef Watson-Lamprey, J., Abrahamson, N.: Selection of ground motion time series and limits on scaling. Soil Dyn. Earthq. Eng. 265, 477–482 (2006)CrossRef
10.
go back to reference Komatitsch, D., Vilotte, J.P.: The spectral element method: an efficient tool to simulate the seismic response of 2D and 3D geological structures. Bull. Seismol. Soc. Am. 88(2), 368–392 (1998) Komatitsch, D., Vilotte, J.P.: The spectral element method: an efficient tool to simulate the seismic response of 2D and 3D geological structures. Bull. Seismol. Soc. Am. 88(2), 368–392 (1998)
11.
go back to reference Kaklamanos, J., Bradley, B.A.: Critical parameters affecting bias and variability in site-response analyses using KiK-net downhole array data. Bull. Seismol. Soc. Am. 103(3), 1733–1749 (2013)CrossRef Kaklamanos, J., Bradley, B.A.: Critical parameters affecting bias and variability in site-response analyses using KiK-net downhole array data. Bull. Seismol. Soc. Am. 103(3), 1733–1749 (2013)CrossRef
12.
go back to reference Zalachoris, G., Rathje, E.M.: Evaluation of one-dimensional site response techniques using borehole arrays. J. Geotech. Geoenviron. Eng. 141(12), 04015053 (2015)CrossRef Zalachoris, G., Rathje, E.M.: Evaluation of one-dimensional site response techniques using borehole arrays. J. Geotech. Geoenviron. Eng. 141(12), 04015053 (2015)CrossRef
13.
go back to reference Kubo, H., Suzuki, W., Aoi, S., Sekiguchi, H.: Source rupture processes of the 2016 Kumamoto, Japan, earthquakes estimated from strong-motion waveforms. Earth Planets Space 68(1), 1–13 (2016)CrossRef Kubo, H., Suzuki, W., Aoi, S., Sekiguchi, H.: Source rupture processes of the 2016 Kumamoto, Japan, earthquakes estimated from strong-motion waveforms. Earth Planets Space 68(1), 1–13 (2016)CrossRef
14.
go back to reference Xu, C., Ma, S., Tan, Z., Xie, C., Toda, S., Huang, X.: Landslides triggered by the 2016 Mj 7.3 Kumamoto, Japan, earthquake. Landslides 15(3), 551–564 (2018)CrossRef Xu, C., Ma, S., Tan, Z., Xie, C., Toda, S., Huang, X.: Landslides triggered by the 2016 Mj 7.3 Kumamoto, Japan, earthquake. Landslides 15(3), 551–564 (2018)CrossRef
15.
go back to reference Fujiwara, H., et al.: A study on subsurface structure model for deep sedimentary layers of Japan for strong-motion evaluation. Technical Note 337, National Research Institute for Earth Science and Disaster Prevention, Tsukuba, Japan (2009) Fujiwara, H., et al.: A study on subsurface structure model for deep sedimentary layers of Japan for strong-motion evaluation. Technical Note 337, National Research Institute for Earth Science and Disaster Prevention, Tsukuba, Japan (2009)
16.
go back to reference Kanai, T., Asai, K., Sasaki, Y., Norimizu, S.: Evaluation of slope stability based on the soil strength probe. In: Proceeding of Japan Society of Engineering Geology, pp. 169–170 (2016) Kanai, T., Asai, K., Sasaki, Y., Norimizu, S.: Evaluation of slope stability based on the soil strength probe. In: Proceeding of Japan Society of Engineering Geology, pp. 169–170 (2016)
17.
go back to reference Fukunaga, E., Shimizu, O.: Soil layer structure and soil strength in the vicinity of the slip surface in the collapsed area of the Aso central volcano induced by the 2016 Kumamoto earthquake. In: Proceeding of Japan Society of Erosion Control Engineering, pp. 676–678 (2017) Fukunaga, E., Shimizu, O.: Soil layer structure and soil strength in the vicinity of the slip surface in the collapsed area of the Aso central volcano induced by the 2016 Kumamoto earthquake. In: Proceeding of Japan Society of Erosion Control Engineering, pp. 676–678 (2017)
18.
go back to reference Shinoda, M., Miyata, Y., Kurokawa, U., Kondo, K.: Regional landslide susceptibility following the 2016 Kumamoto earthquake using back-calculated geomaterial strength parameters. Landslides 16(8), 1497–1516 (2019)CrossRef Shinoda, M., Miyata, Y., Kurokawa, U., Kondo, K.: Regional landslide susceptibility following the 2016 Kumamoto earthquake using back-calculated geomaterial strength parameters. Landslides 16(8), 1497–1516 (2019)CrossRef
19.
go back to reference Huang, D., Wang, G., Du, C., Jin, F., Feng, K., Chen, Z.: An integrated SEM-Newmark model for physics-based regional coseismic landslide assessment. Soil Dyn. Earthq. Eng. 132, 106066 (2020)CrossRef Huang, D., Wang, G., Du, C., Jin, F., Feng, K., Chen, Z.: An integrated SEM-Newmark model for physics-based regional coseismic landslide assessment. Soil Dyn. Earthq. Eng. 132, 106066 (2020)CrossRef
20.
go back to reference Chen, Z., Huang, D., Wang, G., Jin, F.: Topographic amplification on hilly terrain under oblique incident waves. In: Tournier, J.P., Bennett, T., Bibeau, J. (eds.) Sustainable and Safe Dams Around the World, ICOLD Proceedings, vol. 2, pp. 2778–2786. CRC Press, Leiden (2019)CrossRef Chen, Z., Huang, D., Wang, G., Jin, F.: Topographic amplification on hilly terrain under oblique incident waves. In: Tournier, J.P., Bennett, T., Bibeau, J. (eds.) Sustainable and Safe Dams Around the World, ICOLD Proceedings, vol. 2, pp. 2778–2786. CRC Press, Leiden (2019)CrossRef
21.
go back to reference Forest Agency of the Ministry of Agriculture, Forestry, and Fisheries: Report of aviation laser measurement work in the forest area (2016) Forest Agency of the Ministry of Agriculture, Forestry, and Fisheries: Report of aviation laser measurement work in the forest area (2016)
Metadata
Title
SEM-Newmark Sliding Mass Analysis for Regional Coseismic Landslide Hazard Evaluation: A Case Study of the 2016 Kumamoto Earthquake
Authors
Zhengwei Chen
Gang Wang
Copyright Year
2022
DOI
https://doi.org/10.1007/978-3-031-11898-2_18