Abstract

This work evaluates the effect of high temperatures and cooling methods on the drillability of Prada limestone. Samples from boreholes drilled during the design stage of the Tres Ponts Tunnel in the Catalan south Pyrenean zone (Spain) were subjected to temperatures of 105, 200, 300, 400, and 600 °C, and then cooled at a slow rate or by quenching. Sievers’ J-value (SJ) and brittleness (S20) were determined on thermally treated samples, and the drilling rate index (DRI) was calculated for each temperature. The results show that thermal treatment implied a sustained increase in the drillability of the rock of up to 40% at 600 °C and a change in the drillability category (from medium to high). At 600 °C, SJ and S20 tripled and doubled, respectively, the initial values obtained for the intact rock. The results were inconclusive about the influence of the cooling method on the drilling performance of Prada limestone for the tested range of temperatures. The substantial improvement observed in the drillability of Prada limestone when heated, measured in terms of DRI, could help in the development of novel thermally-assisted mechanical excavation methods. Additionally, strong correlations between drillability variables (i.e., SJ and S20) and physical and mechanical variables of Prada limestone (i.e., P- and S-wave velocities, uniaxial compression strength, elastic modulus, and Poisson’s ratio) are proposed. Correlations will help make preliminary predictions of drillability based on properties such as uniaxial compression strength and ultrasound wave velocities.

Highlights

  • Modern mechanical excavation strongly depends on the efficiency of the means involved to optimise investment costs, and so rock features must be considered [1]

  • Analyses refer to thermal treatment as a cause for dramatic micro-structural changes in perature alreadyindocumented in detailand in previous research

  • drilling rate index (DRI) increased with temperature, and this implied a change in the drillability category at 500 ◦ C for both cooling methods

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Summary

Introduction

Modern mechanical excavation strongly depends on the efficiency of the means involved to optimise investment costs, and so rock features must be considered [1]. Yaşar et al [2] experimented on cement mortar (an analogue for natural rock samples) and found that uniaxial compression strength (UCS) strongly influenced the efficiency of the drilling process in terms of specific energy increases and penetration rate decreases. Yarali and Kahraman [3] used 32 different rock types and found a strong relation between the drilling rate index (DRI) and the brittleness expressed as the area under the curve of the compressive strength-tensile strength [4]. Özfırat et al [8] experimented on 42 rocks of different types and found that DRI showed strong correlations with UCS and BTS. Capik et al [9] used 43 samples from different types of rocks and determined that DRI decreased with increasing UCS, PLT, BTS, and SH, and that DRI increased with apparent porosity and void ratios. Yenice [10] found better predictions of DRI from UCS and BTS for hard rocks (UCS > 100 MPa) than for soft rocks

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