An Improved Method for Estimating Earthquake-Induced Permanent Displacement of Bedding Rock Slopes
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-03971-x.pdf
Reference72 articles.
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2. Ashford SA, Sitar N (1997) Analysis of topographic amplification of inclined shear waves in a steep coastal bluff. Bull Seismol Soc Am 87(3):692–700. https://doi.org/10.1785/BSSA0870030692
3. Assimaki D, Gazetas G, Kausel E (2005) Effects of local soil conditions on the topographic aggravation of seismic motion: parametric investigation and recorded field evidence from the 1999 Athens earthquake. Bull Seismol Soc Am 95(3):1059–1089. https://doi.org/10.1785/0120040055
4. Baker R, Shukha R, Operstein V, Frydman S (2006) Stability charts for pseudo-static slope stability analysis. Soil Dyn Earthq Eng 26(9):813–823. https://doi.org/10.1016/j.soildyn.2006.01.023
5. Bandis SC, Lumsden AC, Barton NR (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstr 20(6):249–268. https://doi.org/10.1016/0148-9062(83)90595-8
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