Prediction of Uniaxial Compressive Strength, Tensile Strength and Porosity of Sedimentary Rocks Using Sound Level Produced During Rotary Drilling

Author:

Rajesh Kumar B.,Vardhan Harsha,Govindaraj M.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference34 articles.

1. Alvarez GM, Babuska R (1999) Fuzzy model for the prediction of unconfined compressive strength of rock samples. Int J Rock Mech Min Sci 36:339–349

2. Bradford IDR, Fuller J, Thompson PJ, Walsgrove TR (1998) Benefits of assessing the solids production risk in a North Sea reservoir using elastoplastic modeling. SPE/ISRM Eurock ‘98 held in Trondheim, Norway, pp 261–269

3. Brown ET (ed) (1981) Rock characterization testing and monitoring. In: International society for rock mechanics (ISRM) suggested methods, Pergamon, Oxford

4. Cargill JS, Shakoor A (1990) Evaluation of empirical methods for measuring the uniaxial compressive strength of rock. Int J Rock Mech Min Sci Geomech Abst 27(6):495–503

5. Carmichael RS (1982) Handbook of physical properties of rocks, vol II. CRC Press, Boca Raton

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