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Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide

  • Published:2014-12 Issue: Volume:183 Page:265-275
  • ISSN:0013-7952
  • Container-title:Engineering Geology
  • language:en
  • Short-container-title:Engineering Geology

Author:

Troncone Antonello,Conte Enrico,Donato Antonio

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Instability of gradient dependent viscoplastic model for clay;Aifantis;Int. J. Numer. Anal. Methods Geomech.,1999

2. Loaded areas on cohesive slopes;Azzouz;J. Geotech. Eng. Div. ASCE,1983

3. Non local finite element analysis of strain-softening solids;Bažant;J. Eng. Mech. Div. ASCE,1984

4. Progressive failure in slopes of overconsolidated plastic clays and clay shales;Bjerrum;J. Soil Mech. Found. Eng. Div. ASCE,1967

5. Geomaterial Models and Numerical Analysis of Softening;Brinkgreve,1994
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