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Keywords: modeling result
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Proceedings Papers

Paper presented at the 55th U.S. Rock Mechanics/Geomechanics Symposium, June 18–25, 2021
Paper Number: ARMA-2021-1170
... modeling is conducted using a 2D or 3D fracture model. Minimization: Processed data is compared with the forward modeling results and microseismic distributions, and necessary adjustments are made to fit the data better. For each completion stage, the tilt inversion can be divided into two final-state...
Proceedings Papers

Paper presented at the 49th U.S. Rock Mechanics/Geomechanics Symposium, June 28–July 1, 2015
Paper Number: ARMA-2015-842
... are the same as those in Table 1. The modeling results are given in Figure 7 and Table 2. Table 2. Modeling results of NF dip angle variation Modeling test Dip angle/degree Interaction result 1 90 Crossing 2 75 Crossing 3 60 Crossing 4 45 Dilation 5 30 Dilation 45° 60° Fig. 7. Effect of natural...
Proceedings Papers

Paper presented at the 46th U.S. Rock Mechanics/Geomechanics Symposium, June 24–27, 2012
Paper Number: ARMA-2012-647
... of a fluid in order to induce changes in the conductivity properties of the reservoir by inducing a fracture network or enhancing and altering a pre-existing fracture network. Reservoir Characterization fluid injection dimension hydraulic fracturing Reservoir Treatment modeling result reproduce...
Proceedings Papers

Paper presented at the 44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium, June 27–30, 2010
Paper Number: ARMA-10-236
... could reach 250ºC or hotter. A series of experiments were conducted to investigate the effects of hydrostatic stress on run-of-mine salt at temperatures up to 250ºC and pressures to 20 MPa. The results of these tests were compared with analogous modeling results. By comparing the modeling results...
Proceedings Papers

Paper presented at the 44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium, June 27–30, 2010
Paper Number: ARMA-10-238
... of others [3], small geological structures have no impact on numerical modeling results. Therefore, these small faults and discontinuities do not have noticeable effects on the whole engineering area, and were not considered in the numerical modeling. According to the geotechnical investigation report, rock...
Proceedings Papers

Paper presented at the 43rd U.S. Rock Mechanics Symposium & 4th U.S. - Canada Rock Mechanics Symposium, June 28–July 1, 2009
Paper Number: ARMA-09-093
... opening, horizontal stress field, rock mass engineering data, topography, and geological units. These models will allow calculation of stress and strain distribution of the rock mass prior to and after slope excavation. A Roof Stability Factor (RSF) is then calculated based on numerical modeling results...
Proceedings Papers

Paper presented at the The 42nd U.S. Rock Mechanics Symposium (USRMS), June 29–July 2, 2008
Paper Number: ARMA-08-173
... dimension fill property modeling result friction angle backfill paste fill ABSTRACT: The stability of cemented backfill systems is a prime concern and has been the subject of considerable research mainly due to (1) the high costs of stabilizing cemented fills, (2) the extensive economic losses...
Proceedings Papers

Paper presented at the Golden Rocks 2006, The 41st U.S. Symposium on Rock Mechanics (USRMS), June 17–21, 2006
Paper Number: ARMA-06-953
... modeling result conduction Upstream Oil & Gas indentation process boundary condition indentation linear rock bit design frictional radiation heat flux density numerical simulation interface linear cutting model Heat Generation numerical modeling heat flux fraction rock indentation...

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