Regression analysis for seismic slope instability based on a double phase viscoplastic sliding model of the rigid block

Author:

Grelle G.,Guadagno F. M.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Ambraseys NN, Menu JM (1988) Earthquake-induced ground displacement. Earthquake Eng Struct Dynam 16:985–1006

2. Ambraseys N, Smit P, Sigbjornsson R, Suhadolc P, Margaris B (2002) Internet-site for European strong-motion data. European Commission, Research-Directorate General, Environmental and Climate Programme, Brussels.

3. Araya R and Saragoni R (1984) Earthquake accelerogram destructiveness potential factor. Proc. 8th WCEE, San Francisco 2:835–841

4. Arias A (1970) A measure of earthquake intensity. In: Hansen RJ (ed) Seismic Design for Nuclear Power Plants. Massachusetts Institute of Technology Press, Cambridge, pp 438–483

5. Bjerrum L (1967) Progressive failure in slopes of overconsolidated plastic clay and clay shales. Jour Soil Mech Found Div, Am Soc Civ Eng 93(5):3–49

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