Correlation development between indentation parameters and unaxial compressive strength for Colombian sandstones

  • Darwin Mateus Ecopetrol S.A. – Instituto Colombiano del Petróleo, A.A. 4185 Bucaramanga, Santander, Colombia
  • Jefferson Mateus Universidad Industrial de Santander, Bucaramanga, Santander, Colombia
  • Nestor Fernando Saavedra Ecopetrol S.A. – Instituto Colombiano del Petróleo, A.A. 4185 Bucaramanga, Santander, Colombia
  • Zuly Calderón Carrillo Universidad Industrial de Santander, Facultad de Ingenierías Fisico-Químicas, Bucaramanga, Colombia
Keywords: rock mechanics, perforation (well), sandstone, soil, characterization, electric log, Mirador formation, Barco formation, K1 Inferior formation, Tambor formation, Piedemonte Llanero, Colombia

Abstract

A new way to characterize the perforated formation strength has been implemented using the Indentation test. This test can be performed on irregular cuttings mounted in acrylic resins forming a disc. The test consists of applying load on each sample by means of a flat end indenter. A graph of the load applied VS penetration of the indenter is developed, and the modules of the test, denominated Indentation Modulus (IM) and Critical Transition Force (CTF) are obtained (Ringstad et al., 1998). Based on the success of previous studies we developed correlations between indentation and mechanical properties for some Colombian sandstones. These correlations were obtained using a set of 248 indentation tests and separate compression tests on parallel sandstone samples from the same depth. This analysis includes Barco Formation, Mirador Formation, and Tambor Formation. For the correlations, IM-UCS and CTF-UCS, the correlation coefficient are 0,81 and 0,70 respectively. The use of the correlation and the Indentation test is helpful for in-situ calibration of the geomechanical models since the indentation test can be performed in real time thus reducing costs and time associated with delayed conventional characterization.

References

Chandon Chang. (2004). Empirical rock strength logging in boreholes penetrating sedimentary formations. Geo. Environ. Scien., Chungnam National University, . Daejeon. 7 (3): 174-183.

Jaramillo, R.A. (2004).Estudio geomecánico estadístico de la estabilidad durante la perforación de pozos en el Piedemonte Llanero, campo Recetor. Tesis profesional Fac. Minas., Universidad Nacional de Colombia. Medellín, Colombia.

Ringstad, C., Lofthus, E.B., Sonstebo, E.F., Fjær, E., Zausa, F., & Giin-Fa Fuh. (1998). Prediction of rock parameters from micro-indentation measurements: The effect of sample size. EUROCK '98, Trondheim, Norway, July 8-10. SPE 47313. https://doi.org/10.2118/47313-MS

Santarelli, F.J., Marshala, A.F., Brignoli, M., Rossi, E., & Bona N (1996). Formation Evaluation from logging on cuttings. SPE Permian Basin Oil and Gas Recovery Conference, Midland, Texas, March 27-29. SPE 36851.

Uboldi, V., Civolani, L., & Zausa, F. (1999). Rock strength measurements on cutting as input data for optimizing drill bit selection. SPE Annual Conference and Exhibition, Houston, Texas, October 3-6. SPE, ENI SpA 56441. https://doi.org/10.2118/56441-MS

Zausa, F., Civolani, L., Brignoli, M., & Santarelli, F.J. (1997). Real time wellbore stability analysis at the rig site. SPE/IADC Drilling Conference, Amsterdam, The Netherlands, March 4-6. SPE 37670. https://doi.org/10.2118/37670-MS

How to Cite
Mateus, D., Mateus, J., Saavedra, N. F., & Calderón Carrillo, Z. (2007). Correlation development between indentation parameters and unaxial compressive strength for Colombian sandstones. CT&F - Ciencia, Tecnología Y Futuro, 3(3), 125–135. https://doi.org/10.29047/01225383.481

Downloads

Download data is not yet available.
Published
2007-12-31
Section
Scientific and Technological Research Articles

Altmetric

QR Code

Some similar items: