2019
DOI: 10.1007/s12665-019-8638-9
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Research on non-linear characteristics of rock energy evolution under uniaxial cyclic loading and unloading conditions

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Cited by 37 publications
(22 citation statements)
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“…The maximums proportion of elastic energy density is very close to 1.0 when the temperature is less than 400 °C, while its value is about 0.8 in the temperature range of 400-800 °C. The stiffer the rock is, the higher the potential of energy accumulation at the pre-peak stage is [10]. The results indicate that sandstone stiffness decreases with the rising of the temperature.…”
Section: Energy Evolution Lawmentioning
confidence: 89%
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“…The maximums proportion of elastic energy density is very close to 1.0 when the temperature is less than 400 °C, while its value is about 0.8 in the temperature range of 400-800 °C. The stiffer the rock is, the higher the potential of energy accumulation at the pre-peak stage is [10]. The results indicate that sandstone stiffness decreases with the rising of the temperature.…”
Section: Energy Evolution Lawmentioning
confidence: 89%
“…From the literature review, the current researches mainly focus on the traditional mechanics analysis. The deformation and failure process of rock present complexity, fuzziness and uncertainty due to the heterogeneity and discontinuous microstructure of rock [9,10]. The nature of rock failure is a process of the energy accumulation, energy dissipation, and energy release [11].…”
Section: Introductionmentioning
confidence: 99%
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“…Peng et al [7] proposed a strength criterion and brittleness indexes based on energy release and dissipation. Meng et al [8,9] studied the effect of different loading rates on the energy evolution of sandstone. Zhang et al [10,11] studied the chaotic characteristics of energy evolution during uniaxial compression and proposed the energy criterion of rock failure and instability.…”
Section: Introductionmentioning
confidence: 99%
“…e results showed that, compared with the conventional uniaxial loading condition, the maximum deformation before failure under the cyclic loading condition is greater, and Young's modulus increases quadratically with the cycle index. Meng et al [20,21] conducted uniaxial cyclic loading and unloading tests on yellow sandstone, red sandstone, limestone, and marble by employing the MTS 815 rock mechanics test system. ey analyzed and summarized the evolution law of cyclic acoustic emission of stress-strain changes of different rocks in loading and unloading stages.…”
Section: Introductionmentioning
confidence: 99%