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
Peer Reviewed
Format
Subjects
Article Type
Date
Availability
1-16 of 16
Keywords: correction factor
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 53rd U.S. Rock Mechanics/Geomechanics Symposium, June 23–26, 2019
Paper Number: ARMA-2019-1956
... on a large number of published works as well as extensive test results and develops a comprehensive size-correction factor on UCS and CCS. This would apply correction for apparent high strength in UCS and CCS, which are key inputs in geomechanical models. Reservoir Characterization rotary sidewall...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 53rd U.S. Rock Mechanics/Geomechanics Symposium, June 23–26, 2019
Paper Number: ARMA-2019-0085
... confining stress” approach. Various “uniaxial strain correction factors” are outlined for converting hydrostatic measurements to their equivalent uniaxial values, more representative of the u reservoir condition. Reservoir Characterization Upstream Oil & Gas Modeling & Simulation...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 52nd U.S. Rock Mechanics/Geomechanics Symposium, June 17–20, 2018
Paper Number: ARMA-2018-039
... blocks and the results were used along with numerical modelling to develop correction factors to compensate for the difference in shape and size between the flatjack and the slot. The smoothness and thickness of the saw cut slots eliminated the requirement for grout, decreasing installation time...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 52nd U.S. Rock Mechanics/Geomechanics Symposium, June 17–20, 2018
Paper Number: ARMA-2018-1079
... fractures, and to characterize the stress shadowing effect between fractures with variable heights and vertical offsets. Similar to the original S3D DDM, 3D correction factors are used to calculate the normal and shear displacements along the fracture length. For this improved version, the original 3D...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 50th U.S. Rock Mechanics/Geomechanics Symposium, June 26–29, 2016
Paper Number: ARMA-2016-371
... in petroleum geomechanics workflows and modeling. Previous studies performed on sandstone samples at different lengths proposed a suitable correction factor to apply for unconfined (UCS) and confined compressive strengths (CCS) and compare it to the ASTM correction factor used in the industry. This study...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 49th U.S. Rock Mechanics/Geomechanics Symposium, June 28–July 1, 2015
Paper Number: ARMA-2015-279
... inaccurate, but by employing an analytically based correction factor, that accuracy can be significantly improved, eliminating the need for extra elements for height-contained hydraulic fracture problems. The higher per element computation cost in 3D is largely the result of the fact that the 3D displacement...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 49th U.S. Rock Mechanics/Geomechanics Symposium, June 28–July 1, 2015
Paper Number: ARMA-2015-767
... between the two methods. This paper describes how the data should be interpreted to minimize the error with the results obtained from MST test results. Multiple rock types were evaluated representing different lithologies (Shale, Sandstone, and Chalk) to validate a possible single correction factor from...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 48th U.S. Rock Mechanics/Geomechanics Symposium, June 1–4, 2014
Paper Number: ARMA-2014-7405
... compressive strength (UCS) obtained from core plugs with length-to-diameter ratios of less than 2 is well established using the ASTM correction factor (1986). The suitable correction factor to apply for confined compressive strengths (CCS) and its associated elastic properties during triaxial loading...
Proceedings Papers
Publisher: American Rock Mechanics Association
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-09-179
.... uniaxial compaction assumption strain measurement relation sandstone failure envelope Symposium Reservoir Characterization LVDT correction factor moduli deformation anisotropy weak sandstone circumferential extensometer Upstream Oil & Gas strain gauge dynamic moduli compaction modulus...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 42nd U.S. Rock Mechanics Symposium (USRMS), June 29–July 2, 2008
Paper Number: ARMA-08-160
... measurement of both under triaxially compressive stresses. Geometric correction factors derived from numerical simulation have been utilized to enable measurement of k h from transverse flooding of cylindrical core plugs. As unconsolidated reservoirs are particularly prone to compaction-related problems, we...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the Golden Rocks 2006, The 41st U.S. Symposium on Rock Mechanics (USRMS), June 17–21, 2006
Paper Number: ARMA-06-1055
... fracture normal and 1 is the measured frequency along the drill hole, then the bias caused by the sampling orientation can be corrected by [5] cos 1 1 = . (1) The sampling bias in the preceding example is removed by multiplying the field-measured frequency 1 by a correction factor given by ARMA...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the Golden Rocks 2006, The 41st U.S. Symposium on Rock Mechanics (USRMS), June 17–21, 2006
Paper Number: ARMA-06-972
... ABSTRACT: This paper extends the 1980 Kulhawy and Goodman paper that proposed a simplified bearing capacity calculation model for foundations on discontinuous rock masses that are dominated by vertical and horizontal discontinuities. The theoretical models and the empirical correction factor...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the Alaska Rocks 2005, The 40th U.S. Symposium on Rock Mechanics (USRMS), June 25–29, 2005
Paper Number: ARMA-05-701
... height correction factor estimation equation equivalent rock-load height tunnel reservoir geomechanics strength ground condition plastic zone rock mass joint condition index weak rock mass support pressure 1. INTRODUCTION To estimate the support pressure in extremely weak rock mass...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 28th U.S. Symposium on Rock Mechanics (USRMS), June 29–July 1, 1987
Paper Number: ARMA-87-0211
... compression with measurements of axial and lateral strain had a nominal core diameter of 1-7/8 in. (47.6 mm) with a length to diameter ratio between 2 and 2.5. downhole seismic survey unconfined compressive test correction factor gabbro Upstream Oil & Gas cylinder membrane dilatometer...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 25th U.S. Symposium on Rock Mechanics (USRMS), June 25–27, 1984
Paper Number: ARMA-84-0390
... B3/2(l_u2)1/2 p is a plasticity correction factor : ax are defined in Figure 3, AX o AX and AX ø and F c is the load for which the slope of the unload-reload curve is equal to 50 percent of the initial slope, B is the specimen diameter, and u is Poisson's ratio (determined from triaxial compres- sion...
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the The 18th U.S. Symposium on Rock Mechanics (USRMS), June 22–24, 1977
Paper Number: ARMA-77-0108
...) tensile specimen may be represented by where is the initial stress intensity factor at the onset of rapid crack propa- gation, ao is the initial crack length, a is,the instantaneous crack length,G(A) is the crack velocity correction factor and The term I + Ho represents the dynamic loading correction...