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Paper presented at the 55th U.S. Rock Mechanics/Geomechanics Symposium, June 18–25, 2021
Paper Number: ARMA-2021-1982
... packers (Figure 1). Furthermore, if the Poisson ratio is known or estimated a priori, then the Young Modulus can also be obtained, without resorting to sample coring and laboratory tests. reservoir characterization laboratory investigation shear modulus experimental result pmt equation 2...
Paper presented at the The 34th U.S. Symposium on Rock Mechanics (USRMS), June 28–30, 1993
Paper Number: ARMA-93-0565
... equation 2 laboratory measurement carbonate rock deformation LABORATORY MEASUREMENTS OF THE EFFEC S SS LAW OF CARBONATE ROCKS UNDER DEFORMATION N. R. Warpinsld and L.W. Teufel Sandia National Labs Albuquerque, NM INTRODUCTION The behavior of rocks under the combined effects of confining stress...
Paper presented at the The 25th U.S. Symposium on Rock Mechanics (USRMS), June 25–27, 1984
Paper Number: ARMA-84-1115
... single site Upstream Oil & Gas variation waste management nuclear waste isolation equation 2 long-term creep closure test duration closure rate Reservoir Characterization Rock mechanics creep closure closure Battelle Memorial Institute prediction productivity creep rate...
Paper presented at the The 24th U.S. Symposium on Rock Mechanics (USRMS), June 20–23, 1983
Paper Number: ARMA-83-0773
... horizontal stress, the additive tectonic stress could be "calibrated" by performing a stress measurement at one depth and comparing the measured value to the value calculated from equation 2. Any discrepancy would be the tectonic component and, optimis- tically, once it was determined, the stress at any...
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