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Particle flow code ...
Particle flow code simulation of intact and fissured granitic rock samples
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- Castro-Filgueira, Uxia (författare)
- Univ Vigo, Dept Nat Resources & Environm Engn, Vigo, Spain.
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- Alejano, Leandro R. (författare)
- Univ Vigo, Dept Nat Resources & Environm Engn, Vigo, Spain.;Colorado Sch Mines, Dept Geol & Geol Engn, Golden, CO 80401 USA.
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- Ivars, Diego Mas (författare)
- KTH,Jord- och bergmekanik,Swedish Nucl Fuel & Waste Management Co SKB, Stockholm, Sweden.
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Univ Vigo, Dept Nat Resources & Environm Engn, Vigo, Spain Univ Vigo, Dept Nat Resources & Environm Engn, Vigo, Spain.;Colorado Sch Mines, Dept Geol & Geol Engn, Golden, CO 80401 USA. (creator_code:org_t)
- Elsevier BV, 2020
- 2020
- Engelska.
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Ingår i: Journal of Rock Mechanics and Geotechnical Engineering. - : Elsevier BV. - 1674-7755. ; 12:5, s. 960-974
- Relaterad länk:
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https://doi.org/10.1...
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https://doi.org/10.1...
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https://urn.kb.se/re...
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https://doi.org/10.1...
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Abstract
Ämnesord
Stäng
- This study presents a calibration process of three-dimensional particle flow code (PFC3D) simulation of intact and fissured granite samples. First, laboratory stress-strain response from triaxial testing of intact and fissured granite samples is recalled. Then, PFC3D is introduced, with focus on the bonded particle models (BPM). After that, we present previous studies where intact rock is simulated by means of flat-joint approaches, and how improved accuracy was gained with the help of parametric studies. Then, models of the pre-fissured rock specimens were generated, including modeled fissures in the form of "smooth joint" type contacts. Finally, triaxial testing simulations of 1 + 2 and 2 + 3 jointed rock specimens were performed. Results show that both elastic behavior and the peak strength levels are closely matched, without any additional fine tuning of micro-mechanical parameters. Concerning the post-failure behavior, models reproduce the trends of decreasing dilation with increasing confinement and plasticity. However, the dilation values simulated are larger than those observed in practice. This is attributed to the difficulty in modeling some phenomena of fissured rock behaviors, such as rock piece corner crushing with dust production and interactions between newly formed shear bands or axial splitting cracks with pre-existing joints.
Ämnesord
- TEKNIK OCH TEKNOLOGIER -- Naturresursteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Environmental Engineering (hsv//eng)
Nyckelord
- Numerical methods
- Artificially fissured samples
- Rock mass behavior
- Particle flow code
- Parallel bond
- Flat-joint
- Smooth-joint
Publikations- och innehållstyp
- ref (ämneskategori)
- art (ämneskategori)
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