Modeling of Independent Versus Dependent Tensile–Frictional Strength Behavior of Jointed Rocks

Author:

Alzo’ubi A. K.ORCID,Mughieda O. S.,Kewalramani M.

Funder

Abu Dhabi Uinersity

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference33 articles.

1. Alzo’ubi AK (2001) Fracture mechanisms of open offset rock joints under uniaxial loading, M. Sc. thesis, Jordan University of Science and Technology, Irbid, Jordan

2. Alzo’ubi AK (2012) Modeling of rocks under direct shear loading by using discrete element method. AHU J Eng Appl Sci 4(2)

3. Alzo’ubi (2016a) Rock slopes processes and recommended methods for analysis. Int J Geomate 11:2520–2527. https://doi.org/10.21660/2016.25.34052

4. Alzo’ubi AK (2016b) Modeling yield propagation of jointed synthetic rocks. In Rock Mechanics and Rock Engineering: From the Past to the Future-Ulusay et al (Eds), CRC Press: Taylor & Francis Group, London, ISBN 978-1-138-03265-1, pp. 113-118, v1, Proceeding of the 2016 ISRM International Symposium, EUROCK 2016, CAPPADOCIA, TURKEY, 29-31 AUGUST, 2016

5. Alzo’ubi AK, Martin CD, Cruden DM (2007) A discrete element damage model for rock slopes. 1st Canada-U.S. Rock Mechanics Symposium, June 2007, In Rock Mechanics, Meeting Society’s Challenges and Demands, edited by E. Eberhardt, D. Stead, and T. Morrison, vol. 1, pp. 503–510. Vancouver, B.C

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