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Transformation plasticity and the effect of temperature on the mechanical behaviour of Hawkesbury sandstone at atmospheric pressure

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TLDR
In this article, the authors performed uniaxial compressive strength testing of Hawkesbury sandstone at various temperatures between 25 and 950°C to explore the mechanical response of the sandstone to significant changes in temperature for enhanced geothermal energy systems, nuclear waste disposal and underground coal gasification.
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This article is published in Engineering Geology.The article was published on 2012-11-29. It has received 274 citations till now.

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An experimental investigation on thermal damage and failure mechanical behavior of granite after exposure to different high temperature treatments

TL;DR: In this paper, the effect of high temperature treatments (200, 300, 400, 500, 600, 700 and 800) on the crack damage, strength and deformation failure behavior of a granite was investigated.
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Temperature influence on the physical and mechanical properties of a porous rock: San Julian's calcarenite

TL;DR: In this paper, the authors presented a study that has been funded by the Universidad de Alicante under the projects uausti11-11, VIGROB-212 and gre09-40 and by the Generalitat Valenciana under the project gv/2011/044.
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An experimental study on the physico-mechanical properties of two post-high-temperature rocks

TL;DR: In this paper, a hydraulic servo pressure testing machine was used to investigate the physical and mechanical properties of two types of rock types, namely, granite and sandstone, after high-temperature treatment.
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Experimental and numerical studies on the mechanical behaviour of Australian Strathbogie granite at high temperatures: An application to geothermal energy

TL;DR: In this article, the effect of temperature on the mechanical behavior of Strathbogie granite (fine-grained) was studied under unconfined stress conditions, and the results showed that the increasing temperature reduces the stress thresholds for crack initiation and crack damage and extends the duration of stable crack propagation.
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Effect of cooling rate on the mechanical behavior of heated Strathbogie granite with different grain sizes

TL;DR: In this paper, the authors found that either grain size or porosity can individually affect the stress at which new cracks are initiated at different cooling stages, and that slowly cooled rock specimens have longer stable crack propagation regions than rapidly cooled rocks.
References
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Journal ArticleDOI

Fault rocks and fault mechanisms

TL;DR: In this paper, physical factors likely to affect the genesis of the various fault rocks are examined in relation to the energy budget of fault zones, the main velocity modes of faulting and the type of fault, whether thrust, wrench, or normal.
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Experimental Rock Deformation: The Brittle Field

TL;DR: In this article, the Griffith Theory of Brittle Failure and the evolution of physical properties during brittle failure are discussed, including the role of pore fluid and friction and sliding phenomena.
Journal ArticleDOI

Fault zone models, heat flow, and the depth distribution of earthquakes in the continental crust of the United States

TL;DR: In this article, the authors show that the maximum depth of microseismic activity in various heat flow provinces of the conterminous United States generally correlates well with the frictional to quasi-plastic transition modeled for the different geotherms.
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Experimental deformation of partially-melted granite

TL;DR: In this article, an account of the experimental deformation of partially-melted granite with melt fractions up to 25% at 800 °C and 300 MPa confining pressure in constant strainrate tests between 10−3 and 10−6 S−1, creep tests and cycling tests is given.
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