Development of limiting soil slope profile under seismic condition using slip line theory
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-021-01251-4.pdf
Reference55 articles.
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2. Ausilio E, Conte E, Dente G (2000) Seismic stability analysis of reinforced slopes. Soil Dyn Earthq Eng 19(3):159–172. https://doi.org/10.1016/S0267-7261(00)00005-1
3. Bakır BS, Akış E (2005) Analysis of a highway embankment failure associated with the 1999 Düzce, Turkey earthquake. Soil Dyn Earthq Eng 25:251–260. https://doi.org/10.1016/j.soildyn.2003.05.001
4. Bellezza I (2014) A new pseudo-dynamic approach for Seismic active soil thrust. Geotech Geol Eng 32(2):561–576. https://doi.org/10.1007/s10706-014-9734-y
5. Bellezza I (2015) Seismic active earth pressure on walls using a new pseudo-dynamic approach. Geotech Geol Eng 33(4):795–812. https://doi.org/10.1007/s10706-015-9860-1
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