Geomechanical numerical simulations of complex geologic structures

2nd North American Rock Mechanics Symposium, NARM 1996

Volumn , Issue , 1996, Pages 1841-1848

  Argiiello, J Guadalupe ^a   Stone, Charles M ^a   Lorenz, John C ^a  

^a SANDIA NATIONAL LABORATORIES   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

APPLICATION PROGRAMS; GAS INDUSTRY; OPERATING COSTS; ROCK MECHANICS;

COMPUTATIONAL TECHNOLOGY; EXPLORATION AND PRODUCTIONS; FINITE ELEMENT CODES; FINITE ELEMENT TECHNOLOGY; GEOLOGIC STRUCTURES; LOWER OPERATING COSTS; MECHANICAL RESPONSE; OIL AND GAS INDUSTRY;

PROVEN RESERVES;

EID: 12344312278     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

1. Arguello, J. G., C. M. Stone 1994. Finite element analysis of Green River basin-preliminary results. Internal Sandia Memorandum to J. C. Lorenz. San-dia National Laboratories, Albq., NM.
2. Costin, L. S., C. M. Stone 1987. A finite element material model for microfracture-damaged brittle rock. SAND87-1227. Sandia National Laboratories, Albq., NM.
3. Handin, J., R. V. Hager, Jr. 1957. Experimental deformation of sedimentary rocks under confining pressure: Tests at room temperature on dry samples. Bulletin of Am. Assoc, of Petroleum Geologists.
4. Plischke, B., R. Dallmann & J. F. Chedmail 1991. Numerical simulation of geologic processes. Proc. 7th ICRM: 1909-1912. RotterdarmBalkema
5. Serdengecti, S., G. D. Boozer 1961. The effects of strain rate and temperature on the behavior of rocks subjected to triaxial compression. Proc. 4th USS-RM:S3-97.
6. Stone, C. M. 1996. SANTOS-A two-dimensional finite element program for the quasi-static, large deformation, Inelastic response of solids. SAND90-0543. Sandia National Laboratories, Albq., NM.
7. Touloukian, Y. S., W. R. Judd & R. F. Roy 1981. Physical Properties of Rocks and Minerals, Vol. II-2. New York:McGraw-Hill.