journal article·2014-06-10

Granite rock fragmentation at percussive drilling – experimental and numerical investigation

M. Saadati, P. Forquin, K. Weddfelt, P.L. Larsson, F. Hild

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Abstract

SUMMARY The aim of this study is to numerically model the fracture system at percussive drilling. Because of the complex behavior of rock materials, a continuum approach is employed relying upon a plasticity model with yield surface locus as a quadratic function of the mean pressure in the principal stress space coupled with an anisotropic damage model. In particular, Bohus granite rock is investigated, and the material parameters are defined based on previous experiments. This includes different tests such as direct tension and compression, three‐point bending, and quasi‐oedometric tests to investigate the material behavior at both tension and confined compression stress states. The equation of motion is discretized using a finite element approach, and the explicit time integration method is employed. Edge‐on impact tests are performed, and the results are used to validate the numerical model. The percussive drilling problem is then modeled in 3D, and the bit‐rock interaction is considered using contact mechanics. The fracture mechanism in the rock and the bit penetration‐ resisting force response are realistically captured by the numerical model. Copyright © 2013 John Wiley & Sons, Ltd.
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Research context

OpenAlex topics: Tunneling and Rock Mechanics · Rock Mechanics and Modeling · Drilling and Well Engineering

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Solid Mechanics KTH Royal Institute of Technology Stockholm Sweden

Atlas Copco Örebro Sweden

3SR Lab. Joseph Fourier University Grenoble France

LMT Cachan ENS Cachan/CNRS/UPMC/PRES UniverSud Paris Cachan France

References (29)

Show source-provided references
1. SaksalaT.Numerical Modelling of Rock Fracture in Percussive Drilling.PhD Thesis Tampere University of Technology Finland 2010.
2. 10.1016/S1365-1609(02)00035-710.1016/S1365-1609(02)00035-7 ↗
3. 10.1016/0148-9062(72)90050-210.1016/0148-9062(72)90050-2 ↗
4. 10.1016/j.ijrmms.2007.12.00110.1016/j.ijrmms.2007.12.001 ↗
5. 10.1016/0040-1951(83)90248-210.1016/0040-1951(83)90248-2 ↗
6. 10.1016/S1365-1609(02)00043-610.1016/S1365-1609(02)00043-6 ↗
7. Numerical simulation of the rock fragmentation process induced by two drill bits subjected to static and dynamic (impact) loading10.1007/s00603-010-0123-4 ↗
8. 10.1002/nag.86810.1002/nag.868 ↗
9. 10.1002/nag.97410.1002/nag.974 ↗
10. 10.1002/nag.208810.1002/nag.2088 ↗
11. 10.1016/j.ijrmms.2007.08.00110.1016/j.ijrmms.2007.08.001 ↗
12. 10.1002/geot.20080000110.1002/geot.200800001 ↗
13. 10.1016/S0065-2156(10)44001-610.1016/S0065-2156(10)44001-6 ↗
14. KriegRD.A simple constitutive description for soils and crushable foams. Report SC‐DR‐7260883 Sandia National Laboratory1978.
15. 10.1002/nag.161007040810.1002/nag.1610070408 ↗
16. 10.1016/S0045-7825(99)00221-210.1016/S0045-7825(99)00221-2 ↗
17. 10.1016/j.ijimpeng.2007.07.00610.1016/j.ijimpeng.2007.07.006 ↗
18. 10.1007/s10704-009-9419-310.1007/s10704-009-9419-3 ↗
19. 10.1007/s11340-009-9284-z10.1007/s11340-009-9284-z ↗
20. SaadatiM ForquinP WeddfeltK LarssonPL HildF.On the mechanical behavior of granite material with particular emphasis on the influence from pre‐existing cracks and defects. Report Department of Solid Mechanics Royal Institute of Technology (KTH) Stockholm Sweden.2013. Submitted for international publication
21. 10.1061/(ASCE)0733-9399(2008)134:4(302)10.1061/(ASCE)0733-9399(2008)134:4(302) ↗
22. Compaction, dilatancy, and failure in porous carbonate rocks10.1029/2003JB002508 ↗
23. WeibullW.A Statistical Theory of the Strength of Materials. Report 151 Royal Institute of Technology Stockholm 1939.
24. 10.1115/1.401033710.1115/1.4010337 ↗
25. The statistical approach to engineering design in ceramics
26. Hétérogénéité des contraintes et rupture des matériaux fragiles
27. Influence of the confined behaviour and the tensile strength of concrete slabs under projectile‐impact
28. Abaqus 6.11 2011.
29. Application of the DDM and fracture mechanics model on the simulation of rock breakage by mechanical tools10.1016/S0013-7952(97)00059-8 ↗