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Robert P. Swift

Observed names: R P Swift, R Swift, R. P. Swift, R. SWIFT; D. STEEDMAN, R.P. Swift, Swift, R P, Swift, R. P.
OpenAlex ID: A5078891069
SPH elastic dynamics
2001 · J.P. Gray, J.J. Monaghan, et al. · Computer Methods in Applied Mechanics and Engineering · 662
Multiple Fracturing of Boreholes By Using Tailored-Pulse Loading
1982 · R. P. Swift, A. S. Kusubov · Society of Petroleum Engineers Journal · 34
The Combined Finite-Discrete Element Method Applied to the Study of Rock Fracturing Behavior In 3D
2011 · Esteban Rougier, Christopher R. Bradley, et al. · OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information) · 25
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Elastic/Viscoplastic Theory Examined Using Radial Cylindrical Stress Waves
1970 · R. P. Swift, I. M. Fyfe · Journal of Applied Mechanics · 18
Near-source effects on regional seismograms: An analysis of the NTS explosions PERA and QUESO
1991 · Steven R. Taylor, John T. Rambo, et al. · Bulletin of the Seismological Society of America · 10
Seismic refraction studies at the Painter Street bridge site, Rio Dell, California
1991 · F.E. Heuze, R.P. Swift · 9
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Dynamic response of berea sandstone shock-loaded under dry, wet and water-pressurized conditions
1999 · Carney, T C, Hagelberg, C R, et al. · University of North Texas Digital Library (University of North Texas) · 6
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Micro-Mechanical Modeling of Perforating Shock Damage
1998 · R.P. Swift, L.A. Behrmann, et al. · SPE International Symposium and Exhibition on Formation Damage Control · 5
Numerical modeling of the mechanics of nonlinear porous media under dynamic loading
1984 · R.P. Swift, D.E. Burton · OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information) · 5
Stress wave-induced damage of sandstone for dry and wet conditions
2000 · R.P. Swift · University of North Texas Digital Library (University of North Texas) · 3
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Modeling Stress-induced Damage From Impact Recovery Experiments
1999 · Swift, R. P., Hagelberg, C. R., et al. · University of North Texas Digital Library (University of North Texas) · 3
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Effect of simultaneous and sequential detonation on explosive-induced fracture
1979 · R.P. Swift, J.F. Schatz, et al. · International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · 3
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Multiphase flow in geological materials: Dynamic loading theory and numerical modelling
1987 · E.J. Kansa, Thomas M. Kirk, et al. · OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information) · 2
Perspective on modeling tailored-pulse loading (TPL) for borehole stimulation
1984 · R P Swift · 2
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In Situ Fracture Related to Energy and Resource Recovery
1980 · R.N. Schock, M.E. Hanson, et al. · Elsevier eBooks · 2
Material Strength Degradation Effect on Cratering Dynamics
1976 · R.P. Swift · 2
Dynamic Behavior of Rocks to Spherical Stress Waves
1972 · R.P. Swift, M. W. McKay · 2
Microstructural Imaging of Shock-Recovered Berea Sandstone and Quartz Sand Using Scanning Electron Microscopy
2000 · M Hiltl, C R Hagelberg, et al. · 1
Behavior of a steel liner-and-bolts system under very high thermal and mechanical loading
1995 · F.E. Heuze, R.P. Swift, et al. · International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · 1
The CONVEX Liner Add-On to the DIAMOND-FORTUNE event
1993 · Lawrence Livermore National Lab., CA (United States), F Heuze, et al. · 1
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Fracture and Comminution of Rock
1972 · John E. Reaugh, Ian O. Huebsch, et al. · Defense Technical Information Center (DTIC) · 1
Experimental Studies of Stress-Wave Propagation in Earth Media.
1970 · M. W. McKay, R. R. Shadel, et al. · 1
The Effects of Shear on Stress Wave Propagation.
1965 · I. M. Fyfe, R. R. Ensminger, et al. · 1
Modeling Underground Structure Vulnerability in Jointed Rock
2024 · R. SWIFT; D. STEEDMAN · OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information)
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Geomechanics for an Underground Physics Laboratory in Alluvium
2002 · F.E. Heuzé, D. Frederick A. I. Rees, et al. · University of North Texas Digital Library (University of North Texas)
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Works count: 47
Citation count: 799
H-index: 6
I10-index: 5
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