Rock Slide Simulation with the Combined Finite-Discrete Element Method-Reference-Cited by-同舟云学术

Rock Slide Simulation with the Combined Finite-Discrete Element Method

Published:2012-12 Issue:6 Volume:12 Page:711-721
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Barla Marco¹,Piovano Giovanna²,Grasselli Giovanni³

Affiliation:

1. Research Associate, Dept. of Structural Building and Geotechnical Engineering, Politecnico di Torino, corso Duca degli Abruzzi 24, 10129 Torino, Italy (corresponding author).

2. Ph.D. Student, Dept. of Structural Building and Geotechnical Engineering, Politecnico di Torino, corso Duca degli Abruzzi 24, 10129 Torino, Italy.

3. Assistant Professor, Department of Civil Engineering, Univ. of Toronto, Toronto, ON.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000204

Reference25 articles.

1. Barla G. Barla M. Chiappone A. Rabagliati U. and Repetto L. (2003). “Continuum and discontinuum modelling of a high rock cut.” ISRM 2003—Technology Roadmap for Rock Mechanics South African Institute of Mining and Metallurgy Johannesburg South Africa Vol. 1 79–84.

2. Barla G. Barla M. Cravero M. Fidelibus C. (2001). “Developments and applications of discontinuum modeling to rock engineering.” Proc. 10th International Association for Computer Methods and Advances in Geomechanics A.A. Balkema Rotterdam Netherlands Vol. 1 81–92.

3. (5) 217-230.doi:10.1061/(ASCE)1532-3641(2009)9:5(217)

4. Cavers D. S. (1981). “Simple methods to analyze buckling of rock slopes.” Rock Mech. Rock Eng . 14(2) 87–104.

5. CUBIT 12.0 [Computer software]. Livermore CA Sandia National Laboratories.

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