A Bonded Particle Model Simulation of Shear Strength and Asperity Degradation for Rough Rock Fractures-Reference-Cited by-同舟云学术

A Bonded Particle Model Simulation of Shear Strength and Asperity Degradation for Rough Rock Fractures

Published:2012-03-08 Issue: Volume: Page:
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Asadi Mohammad Sadegh,Rasouli Vamegh,Barla Giovanni

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-012-0231-4.pdf

Reference35 articles.

1. Asadi MS (2011) Experimental and PFC2D numerical study of progressive shear behaviour of single rough rock fractures. PhD Thesis, Curtin University, Perth

2. Asadi MS, Rasouli V (2010) Direct shear test simulation of real rough rock fractures, Eurock2010. Luasanne, Zwitzerland

3. Asadi MS, Rasouli V (2011) PFC2D simulation of directionality in rough fractures shear strength. In: 2nd International FLAC/DEM Symposium, Ist edn. Itasca Consulting Group, Melbourne

4. Asadollahi P, Tonon F (2010) Degradation of rock fracture asperities in unloading, reloading, and reversal. Int J Numer Anal Methods Geomech 35(12):1334–13046

5. Bandis SC, Lumsden AC, Barton NR (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstracts 20:249–268

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