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Generating probabilistic information on subterranean fractures
DP Craig - US Patent 8,437,962, 2013 - Google Patents
2010/0224365 A1 9, 2010 Abad 2010, O252268 A1 10, 2010 Gu et al. 2010/0307755 A1 12,
2010 Xu et al. 2010.0312529 A1 12/2010 Souche et al. 2011 OO29293 A1 2/2011 Petty et …
2010 Xu et al. 2010.0312529 A1 12/2010 Souche et al. 2011 OO29293 A1 2/2011 Petty et …
Probabilistic earth model for subterranean fracture simulation
DP Craig, MJ Eberhard - US Patent 8,392,165, 2013 - Google Patents
2010/0224365 A1 9, 2010 Abad 2010, O252268 A1 10, 2010 Gu et al. 2010/0307755 A1 12,
2010 Xu et al. 2010.0312529 A1* 12/2010 Souche et al..................... 703/2 2011 OO29293 …
2010 Xu et al. 2010.0312529 A1* 12/2010 Souche et al..................... 703/2 2011 OO29293 …
Simulating subterranean fracture propagation
DP Craig - US Patent 8,898,044, 2014 - Google Patents
6.957, 145 B2 10/2005 Spross 7,054,751 B2 5/2006 Craig 7,079,952 B2 7/2006 Thomas et
al. 7,272,973 B2 9/2007 Craig 7,389,185 B2 6/2008 Craig 7,445,045 B2 11/2008 East, Jr. et …
al. 7,272,973 B2 9/2007 Craig 7,389,185 B2 6/2008 Craig 7,445,045 B2 11/2008 East, Jr. et …
Refining information on subterranean fractures
DP Craig - US Patent 9,176,245, 2015 - Google Patents
G06G 7/56(2006.01) G06G 7/48(2006.01)(57) ABSTRACT G06G 7/50(2006.01) G0IV
I/28(2006.01) Systems, methods, and instructions encoded in a computer E2IB …
I/28(2006.01) Systems, methods, and instructions encoded in a computer E2IB …
Probabilistic simulation of subterranean fracture propagation
DP Craig - US Patent 8,386,226, 2013 - Google Patents
6.957, 145 B2 10/2005 Spross 7,054,751 B2 5/2006 Craig 7,079,952 B2 7/2006 Thomas et
al. 7,272,973 B2 9/2007 Craig 7,389,185 B2* 6/2008 Craig.............................. TO2/13 …
al. 7,272,973 B2 9/2007 Craig 7,389,185 B2* 6/2008 Craig.............................. TO2/13 …
Simulating injection treatments from multiple wells
HG Walters, RE Hyden - US Patent 8,886,502, 2014 - Google Patents
2007/0235.189 A1 10, 2007 Milne et al. 2007/0272407 A1* 11/2007 Lehman et al.............
166,250.1 2007, 0294034 A1 12, 2007 Bratton et al. 2008.0004847 A1 1/2008 Bradford …
166,250.1 2007, 0294034 A1 12, 2007 Bratton et al. 2008.0004847 A1 1/2008 Bradford …
High rock slope stability analysis using the enriched meshless Shepard and least squares method
The meshless methods are particularly suitable for modeling problems with discontinuities
such as joints in rock mass. The meshless Shepard and least squares (MSLS) method is a …
such as joints in rock mass. The meshless Shepard and least squares (MSLS) method is a …
Generic strength model for dry jointed rock masses
O Vorobiev - International Journal of Plasticity, 2008 - Elsevier
A new nonlinear thermo-mechanical model for heavily jointed rock masses is presented.
The model describes poroelasticity, shear-enhanced compaction and brittle–ductile …
The model describes poroelasticity, shear-enhanced compaction and brittle–ductile …
The role of the spatial scale and data accuracy on deep-seated gravitational slope deformation modeling: The Ronco landslide, Italy
In recent decades numerical models have been developed and extensively used for
landslide hazard and risk assessment. The reliability of the outcomes of these numerical …
landslide hazard and risk assessment. The reliability of the outcomes of these numerical …
Application of a density–volume fractal model for rock characterisation of the Kahang porphyry deposit
This paper proposes a new approach called Density–Volume (D–V) fractal model to
delineate rock characterisation in terms of density and RQD within the Kahang Cu–Mo …
delineate rock characterisation in terms of density and RQD within the Kahang Cu–Mo …