Sliding element simulating the response of slip surfaces and its application for the prediction of earthquake-induced landslide movement using one-dimensional dynamic analyses

Author:

Di Baofeng,Katsenis Loukas,Stamatopoulos Constantine A.ORCID,Panoskaltsis Vassilis P.

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Byrne PM (1991) A cyclic shear-volume coupling and pore pressure model for sand. Second International Conference on Recent Advances in Geotechnical Earthquake Engineering & Soil Dynamics. Mar 11th - Mar 15th

2. Ciantia MO, Arroyo M, O’Sullivan C, Gens A, Liu T (2019) Grading evolution and critical state in a discrete numerical model of Fontainebleau sand. Géotechnique 69(1):1–15

3. Jafarian Y, Lashgari A (2016) Simplified procedure for coupled seismic sliding movement of slopes using displacement-based critical acceleration. Int J Geomech 16(4)

4. Katsenis LC (2020) Nonlinear dynamic sliding movement of slopes, Doctoral Dissertation, Democritus University of Thrace, School of Engineering, Department of Civil Engineering, Xanthi, June

5. Katsenis L, Stamatopoulos CA, Panoskaltsis V, Di B (2020) Prediction of large seismic sliding movement of slopes using a 2-body non-linear dynamic model with a rotating stick-slip element. Soil Dyn Earthq Eng 129:105953

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