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5.1.5 Geologic modeling

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Proceedings Papers

Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-193
... a length of 20 m, where the first 6 m were excavated according to the typ- ical cross section of the actual cross passage design and the remaining 14 m feature a circular excavation with an inner diameter of 4.15 m. 3 GEOLOGICAL CONDITIONS The rock mass surrounding the test adit is dominated by intensely...
Proceedings Papers

Paper presented at the SPE Asia Pacific Oil and Gas Conference, November 7–10, 1994
Paper Number: SPE-28782-MS
... bodies to follow the reasoning which resulted in the chosen development method. A number of papers have addressed development planning. Behrenbruch described offshore field development planning and stressed the need for flexibility and simplicity in design and that geologic modelling of the reservoir...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-122
..., the vertical boundaries are locked in both horizontal directions. 5.1.5 Modeling sequence and model map The modeling is conducted in three steps. Step 1: The model is run to equilibrium with the in situ stresses and in situ pore pressure. Step 2a: All tunnels and the deposition hole are excavated and the pore...
Proceedings Papers

Paper presented at the 45th U.S. Rock Mechanics / Geomechanics Symposium, June 26–29, 2011
Paper Number: ARMA-11-356
... -6.31 0.11 40 2.95 1.34 -5.28 0.08 50 2.93 1.08 -4.72 0.07 5.1.5. General Meshing Guideline From the sensitivity study presented for the displacement boundary conditions, a general guideline for meshing and the choice of meshing parameters can be obtained: Finite element meshes of borehole models should...
Book
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Publisher: Society of Petroleum Engineers
Published: 01 January 2020
DOI: 10.2118/9781613998021
EISBN: 978-1-61399-901-1
Book
Book Cover Image
Publisher: Society of Petroleum Engineers
Published: 01 January 2020
DOI: 10.2118/9781613997741
EISBN: 978-1-61399-905-9
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-007
... displacement load is applied at the pile head it sustains large forces. This is a design problem that can be accommodated simply enough by a proper formulation of the pile head stiffness. Figure 9: Dynamic Winkler model for soil-pile interaction analyses 5.1.5 Nonlinear Stiffness Along the same lines...
Book
Book Cover Image
Publisher: Society of Petroleum Engineers
Published: 01 January 2009
DOI: 10.2118/9781555631451
EISBN: 978-1-61399-944-8
Book
Book Cover Image
Publisher: Society of Petroleum Engineers
Published: 01 January 2006
DOI: 10.2118/9781555631109
EISBN: 978-1-61399-937-0
Book
Book Cover Image
Publisher: Society of Petroleum Engineers
Published: 01 January 2001
DOI: 10.2118/9781555630904
EISBN: 978-1-61399-928-8
Book
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Publisher: Society of Petroleum Engineers
Published: 01 January 2016
DOI: 10.2118/9781613994269
EISBN: 978-1-61399-887-8

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