Numerical modelling of heat shock‐assisted rock fracture

Summary This paper presents a numerical investigation on the effects of thermal shock as a pretreatment of rock prior to comminution. More specifically, the effect of heat shock‐induced cracks on the uniaxial compressive strength of rock is numerically studied. The chosen constitutive model of rock...

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Veröffentlicht in:International journal for numerical and analytical methods in geomechanics 2020-01, Vol.44 (1), p.40-68
Hauptverfasser: Pressacco, Martina, Saksala, Timo
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Saksala, Timo
description Summary This paper presents a numerical investigation on the effects of thermal shock as a pretreatment of rock prior to comminution. More specifically, the effect of heat shock‐induced cracks on the uniaxial compressive strength of rock is numerically studied. The chosen constitutive model of rock employs a (strong) embedded discontinuity finite element formulation to describe cracks. The thermomechanical problem that governs the heat shock pretreatment of rocks is considered as an uncoupled problem because of a highly dominating role of the external heat influx. Two solution methods of the global problem are presented: an explicit‐explicit dynamic scheme and an implicit‐implicit quasi‐static scheme. The model performance is tested in simulations on heterogeneous numerical rock samples subjected first to a heat shock pretreatment and then to a mechanical compression test. According to the results, the compressive strength of intact granite rock having the axial splitting failure mode can be substantially reduced by heat shock pretreatment.
doi_str_mv 10.1002/nag.3004
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More specifically, the effect of heat shock‐induced cracks on the uniaxial compressive strength of rock is numerically studied. The chosen constitutive model of rock employs a (strong) embedded discontinuity finite element formulation to describe cracks. The thermomechanical problem that governs the heat shock pretreatment of rocks is considered as an uncoupled problem because of a highly dominating role of the external heat influx. Two solution methods of the global problem are presented: an explicit‐explicit dynamic scheme and an implicit‐implicit quasi‐static scheme. The model performance is tested in simulations on heterogeneous numerical rock samples subjected first to a heat shock pretreatment and then to a mechanical compression test. 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subjects Comminution
Compression
Compression tests
Compressive strength
Computer simulation
Constitutive models
Cracks
embedded discontinuity
Failure modes
finite element method
Fracture mechanics
Heat shock
Mathematical models
Model testing
Pretreatment
rock fracture
Rocks
Sediment samples
simulation
Thermal shock
thermal shock pretreatment
title Numerical modelling of heat shock‐assisted rock fracture
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