Evaluation of Relationships between Drilling Rate Index and Physical and Strength Properties of Selected Rock Units of Pakistan

Authors

  • U. Shafique Department of Geological Engineering, University of Engineering & Technology, Lahore, Pakistan
  • M. Z. Abu Bakar Department of Geological Engineering, University of Engineering & Technology, Lahore, Pakistan

Abstract

Fifteen selected rock types collected from different formations of Pakistan were subjected to Drilling Rate Index (DRI) tests and various physical and strength properties tests including, porosity (n), density, primary wave velocity (Vp), uniaxial compressive strength (σc), Brazilian tensile strength (σt) and Schmidt hammer rebound number (Rn),. Prior knowledge of the drill ability of rocks and their physico-mechanical properties plays a decisive role in planning and design of rock drilling and excavation processes. DRI tests developed by NTNU/SINTEF are in use by the industry since 1960s and have proved very successful in estimation of the boreability of rocks, but no such work has been reported for Pakistani rocks to date. Reasonable correlations were found between the DRI and the properties of the tested rocks. The trends shown in this paper are of interest for the machine manufacturers and operators working on various projects involving the use of drilling machines and other mechanical excavators.

References

A.S. Tanaino, ―Rock classification by drillability. Part I: Analysis

of the available classifications‖, J. Min. Sci, vol. 41, pp. 541–549,

C. Karpuz, A.G. Pasamehmetoglu, T. Dincer, Y. Muftuoglu,

―Drillability studies on the rotary blasthole drilling of lignite

overburden series‖, Int. J. Surface Min. Reclam. Environ, vol. 4,

pp. 89–93, 1990

J. Paone, D. Madson, ―Drillability Studies--Impregnated Diamond

Bits‖, US Department of the interior, Bureau of Mines, RI 6776,

J. Paone, D. Madson, W.E. Bruce, ―Drillability Studies-Laboratory

Percussive Drilling‖, US Department of the interior, Bureau of

Mines, RI 7300, 1969.

M.E. Akun, C. Karpuz, ―Drillability studies of surface-set diamond

drilling in Zonguldak Region sandstones from Turkey‖, Int. J.

Rock Mech. Min. Sci, vol. 42, pp. 473 -479, 2005.

N. Bilgin, S. Kahraman, ―Drillability prediction in rotary blast hole

drilling‖, Proceedings of the 18th International Mining Congress

and Exhibition, Antalya, Turkey, pp. 177–182, 2003.

N.A. Akcin, Y.V. Muftuoglu, N. Bas, ―Prediction of drilling

performance for electro-hydraulic percussive drills‖, in Proc. of the

Third International Symposium on Mine Planning and Equipment

Selection, Balkema, Istanbul, Turkey, pp. 483–488, 1994.

R.J. Fowell, I. McFeat-Smith, ―Factors influencing the cutting

performance of a selective tunnelling machine‖, Tunnelling ‗76,

Institute of Mining and Metallurgy, London, pp. 3–11, 1976.

R.W. Poole, I.W. Farmer, ―Geotechnical factors affecting

tunnelling machine performance in coal measures rocks‖, Tunnels.

Tunnelling, vol.10, pp. 27–30, 1978.

S. Kahraman, N. Bilgin, C. Feridunoglu, ―Dominant rock

properties affecting the penetration rate of percussive drills‖, Int. J.

Rock Mech. Min. Sci., vol. 40, pp. 711–723, 2003.

S. Kahraman, ―Rotary and percussive drilling prediction using

regression analysis‖, Int. J. Rock Mech. & Min. Sci., vol. 36, pp.

–989, 1999.

S.L. Huang, Z.W. Wang, ―The mechanics of diamond core drilling

of rocks‖, Int. J. Rock Mech. Min. Sci., vol. 34, pp. 6–12, 1997.

V.P. Aleman, ―A strata strength index for boom type roadheaders‖,

Tunnel Tunn, vol. 13, pp. 52–55, 1981.

H. Rabia, N. Brook, ―The Shore hardness of rock. Technical

Note‖, Int. J. Rock Mech. Min. Sci., vol. 16, pp. 335–336, 1978.

R. Altindag, A. Guney, ―Predicting the relationships between

brittleness and mechanical properties (σc, TS and SH) of rocks‖,

Scientific Research and Essays, vol. 5, pp. 2107 – 2118, 2010.

T.H. Holmgeirsdottir, ―Thomas PR. Use of the D-762 shore

hardness scleroscope for testing small rock volumes‖, Technical

Note, Int. J. Rock. Mech. Min. Sci., vol. 35(1), pp. 85–92, 1998.

A. Lislerud, ―Hard rock tunnel boring: prognosis and costs‖,

Tunnell. Undergr. Space Technol, vol. 3(1), pp. 9–17, 1988.

J.F. Chen, U.W. Vogler, ―Rock cuttability/boreability assessment

research at CSIR‖, in Proceedings of the Tuncon‘92, Design and

Construction of Tunnels, Maseru, South African National Council

on Tunnelling, Yeoville, pp. 91–98, 1992.

K. Thuro, G. Spaun, ―Introducing the destruction work as a new

rock property of toughness referring to drillability in conventional

drill and blast tunneling‖, Eurock‘96 Prediction and Performance

in Rock Mechanics and Rock Engineering, Torino, vol. 2, pp. 707–

, 1996.

NTNU (1998a) Report 13A-98, ―Drillability test methods‖,

Department of Civil and Transport Engineering, Trondheim, 1998.

NTNU/SINTEF drillability analysis presentation of Civil and

environmental engineering Dept., Available: http:// www.

drillability.com. [Accessed Feb. 21, 2014].

O.T. Blindheim, A. Bruland, ―Boreability testing, in Norwegian

TBM Tunnelling‖, Norwegian Tunnelling Society, vol. 11, 1998.

F. Dahl, A. Bruland, P. Drevland, Jakobsen, B. Nilsen, E. Grøv,

―Classifications of properties influencing the drillability of rocks,

based on the NTNU/SINTEF test method‖, Tunnelling and

Underground Space Technology, vol. 28, pp. 150–158, 2012.

C.L. Jimeno, E.L. Jimeno, F.J.A. Carcedo, ―Drilling and blasting

of rocks. Rotterdam: Balkema‖, 1995.

D.F. Howarth, W.R. Adamson, J.R. Berndt, ―Correlation of model

tunnel boring and drilling machine performances with rock

properties‖, Int. J. Rock Mech. Min. Sci., vol. 23, pp. 171–175,

S. Kahraman, C. Balci, S. Yazici, N. Bilgin, ―Prediction of the

penetration rate of rotary blast hole drills using a new drillability

index‖, Int. J. Rock Mech. Min. Sci., vol.37, pp.729-743, 2000.

O. Yarali and E. Soyer, ―Assessment of relationships between

drilling rate index and mechanical properties of rocks‖, Tunnelling

and Underground Space Technology, vol.33, pp.46–53, 2013.

N.V. Matern and A. Hjelmer, ―Försök med pågrus (‗‗Tests with

Chippings‘‘)‖, Medelande nr. 65, Statensväginstitut, Stockholm,

vol. 65, pp. (English summary, 56–60), 1943.

H. Sievers. ―Die Bestimmung des Bohrwiderstandes von

Gesteinen, Gluckauf 86: 37/38, Guckauf G.M.B.H, pp. 776–784,

F. Dahl, ―DRI, BWI, CLI Standards‖, NTNU, Angleggsdrift,

Trondheim, Norway, 2003.

ISRM Suggested Methods, ET. Brown (Editor), ―Rock

characterisation testing and monitoring‖, Oxford: Pergamon Press,

(1981).

O. Yarali and E. Soyer, ―The effect of mechanical rock properties

and brittleness on drillability‖, Scientific Research and Essays, vol.

(5), pp. 1077-108, 2011.

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Published

15-06-2015

How to Cite

[1]
U. Shafique and M. Z. Abu Bakar, “Evaluation of Relationships between Drilling Rate Index and Physical and Strength Properties of Selected Rock Units of Pakistan”, The Nucleus, vol. 52, no. 2, pp. 79–84, Jun. 2015.

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