Skip Nav Destination
Close Modal
Update search
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
NARROW
Format
Subjects
Article Type
Date
Availability
1-12 of 12
Keywords: Poisson
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS), June 5–9, 2004
Paper Number: ARMA-04-456
... (in units GPa) is given as: UCStoE = )25.005.0( (5) The proportionality constant is determined by obtaining a best-fit to modulus values measured on core plugs. In the case of Field A and Field B the constant is found to lie between 0.095 to 0.13. For the Poisson s ratio the following correlation...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS), June 5–9, 2004
Paper Number: ARMA-04-480
... (MPa) Poisson s ratio Young s modulus (GPa) Peak strength (MPa) 22.4 0.20 45.0 170.6 11.2 0.23 36.7 112.7 H-B 5.6 0.26 30.0 73.3 22.4 0.27 41.7 179.2 11.2 0.29 38.2 103.4 M-C 5.6 0.39 27.2 66.8 22.4 0.21 43.0 171.0 11.2 0.20 40.0 115.0 S-S 5.6 0.26 30.3 82.6 It is clear from Figure 5, that the stress...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS), June 5–9, 2004
Paper Number: ARMA-04-460
... = average joint length for set i, V = average joint block volume for set i, B = angle between joint plane and the direction of determination of E m for joint set i, and µ = coefficient of friction along joint planes in set i. The poisson's ratio of a jointed rock mass can be determined...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS), June 5–9, 2004
Paper Number: ARMA-04-507
... reservoir Poisson matrix forecast 1. INTRODUCTION For any given application, an accurate value of Biot s constant, known as in this paper, is one of the most difficult values to obtain. At a recent workshop held at the Colorado School of Mines, Golden, Colorado, of over forty industry professionals...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 4th North American Rock Mechanics Symposium, July 31–August 3, 2000
Paper Number: ARMA-2000-0077
... Fjrer porosity weak sandstone Reservoir Characterization Rock mechanics sandstone Poisson Upstream Oil & Gas relocation dynamic moduli loading dynamic poisson relation axial strain radial strain increment dilatancy static poisson deformation hold period ABSTRACT...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 4th North American Rock Mechanics Symposium, July 31–August 3, 2000
Paper Number: ARMA-2000-1307
... test Chen WEI strength brotolotti new test Poisson tensile strength Chau Pacific Rocks 2000, Girard, Liebman, Breeds & Doe (eds) O 2000 Balkema, Rotterdam, ISBN 90 5809 155 4 A new test for rock strength: Double-punch test K.T.Chau & X.X.Wei Deparfment of Civil and Environmental Engineering...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 1st North American Rock Mechanics Symposium, June 1–3, 1994
Paper Number: ARMA-1994-0385
... component Corthesy stress calculation model stress tensor stress measurement reservoir geomechanics borehole MPa doorstopper technique Poisson field measurement doorstopper cell RPR method strain invariant equation 12 strain recovery curve Rock Mechanics, Nelson & Laubach (eds) © 1994...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 1st North American Rock Mechanics Symposium, June 1–3, 1994
Paper Number: ARMA-1994-0489
... is increased. Poisson's ratios increase with increasing strain. As the average stress is increased, sandstone samples yield higher Young's moduli whereas the opposite is observed in limestones. Data is presented to show that the dry static moduli are very sensitive to the strain amplitude and applied stress...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 1st North American Rock Mechanics Symposium, June 1–3, 1994
Paper Number: ARMA-1994-0497
... of granular rocks. Young's modulus and Poisson's ratio were calculated as a function of axial stress from static uniaxial strain and uniaxial stress tests. Dynamic Young's modulus were computed as a function of axial stress from compressional (P) and shear (S) wave velocities measured during the ultrasonic...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 1st North American Rock Mechanics Symposium, June 1–3, 1994
Paper Number: ARMA-1994-0463
... and that the carbonate sequences can be separated into six "mechanical facies", defined by their modulus-porosity trends and their lithology. Poisson's ratio is less sensitive to lithology but correlates with porosity. The dynamic Young's moduli are 15% to 40% higher than the static values. Dynamic and static Poisson's...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 1st North American Rock Mechanics Symposium, June 1–3, 1994
Paper Number: ARMA-1994-0599
... Poisson interface Rock Mechanics, Nelson & Laubach (eds) © 1994 Balkerna, Rotterdam, ISBN 90 54103808 Discontinuous defonnation analysis and 'the artificial joint concept' T.-C. Ke & R.E.Goodman Department of Civil Engineering, University of California, Berkeley. Calif., USA AB STRACT: This paper...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 1st North American Rock Mechanics Symposium, June 1–3, 1994
Paper Number: ARMA-1994-0809
... and intermediate principal stress resulted in a second set of NW-striking cross fractures, orthogonal to NE-striking fractures. Elastic property data indicate that the organic-rich, black shale has the lowest Young's modulus, Poisson's ratio, and fracture toughness in a sequence containing gray" shales...