Numerical modeling of discontinuous rock slopes utilizing the 3DDGM (three-dimensional discontinuity geometrical modeling) method

Author:

Azarafza Mohammad,Asghari-Kaljahi Ebrahim,Akgün Haluk

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Amini E, Yarahmadi-Bafghi AR (2007) 3D Geometric-Geotechnical Modeling (3DGM) of fractured rock masses by statistics method (case study: Choghart mine tectonic block II), 3rd Iranian Rock Mechanics Conference, Tehran, Iran (in Persian)

2. Azarafza M (2013) Geotechnical site investigation-gas flare phase 6, 7 and 8 in South Pars Gas Complex. M.S. thesis. Department of Geology, University of Yazd, Yazd, p 382

3. Azarafza M, Yarahmadi-Bafghi AR, Asghari-Kaljahi E, Bahmannia GR, Moshrefy-Far MR (2013) Stability analysis of jointed rock slopes using the key block method (case study: gas flare site in 6, 7 and 8 phases of South Pars Gas Complex). J Geotech Geol 9(3):169–185 (in Persian)

4. Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, New York, p 251

5. Boon CW, Houlsby GT, Utili S (2012) A new algorithm for contact detection between convex polygonal and polyhedral particles in the discrete element method. Comp Geotech 44:73–82

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