Application of overburden strength and deformation properties derived from drill cutting IP data

Gulf Rocks 2004 - 6th North America Rock Mechanics Symposium, NARMS 2004

Volumn , Issue , 2004, Pages

  Loe, Nils Kågeson ^a,b   Stage, Morten Gjetting ^c   Christensen, Helle Foged ^c   Havmøller, Ole ^b  

^a BP EPTG ^*  (United Kingdom)

^b STATOIL   (Norway)

^c Geoteknisk Institut   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

BOREHOLES; DEFORMATION; INFILL DRILLING; OFFSHORE OIL WELL PRODUCTION; OFFSHORE OIL WELLS; OFFSHORE STRUCTURES; PLASTICITY; ROCK DRILLS; ROCK MECHANICS; ROCKS; WELL LOGGING;

BOREHOLE STABILITY; CONVENTIONAL TECHNIQUES; GEOTECHNICAL INDEX; NORTH SEA FIELDS; OFF-SHORE OIL INDUSTRY; PLASTICITY INDICES; RESERVOIR COMPACTION; STRENGTH AND DEFORMATION PROPERTIES;

BORING;

EID: 69549102499     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. Nes O.M, Horsrud,P., Sønstebø E.F., Holt R.M, Ese A.M, Økland, D. & Kjørholt H.(1996). Rig-site and laboratory use of CWT acoustic velocity measurements on cuttings. SPE 50982.
2. ASTM D4318-00. Standard test method for Liquid Limit, Plastic Limit and Plasticity Index of soils.
3. st PSC, ASCE, pp 711-726
4. Skempton A.W. and Henkel, D.J. (1953). The post-glacial clays of the Thames estuary at Tilbury and Shellhaven. 3rd ICSMFE, vol. 1., pp 302-308
5. Bowles J.E. (1996). Foundation Analysis and Design (5th ed). McGrawHill.
6. Lambe T.W. & Whitman R.V. (1979). Soil Mechanics. John Wiley & Sons.
7. Schofield, A.N. and Wroth, C.P., 1968. On the generalised stress-strain behaviour of “wet” clay. Eng. Plasticity, Cambridge University Press, pp. 525-609
8. nd ECSMFE, Wiesbaden, 1, pp. 47-54
9. Horsrud P. (2001) Estimating Mechanical Properties of Shale From Empirical Correlations. SPE 56017
10. Lal,M (1999). “Shale Stability: Drilling Fluid Interaction and Shale Strength”, SPE 54356, presented at the 6th SPE LAPEC Conference, Caracas, Venezuela.