<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>In this study, not only the variability of the internal texture of rocks is considered in the in-depth investigation of the brittle fracture properties of rocks, but also the effects of different stress states and temperature factors on the fragility of rocks are focused on. Through experimental studies and data analysis of various types of rocks under different stress conditions and temperature environments, this study found that the plasticity of marble is positively related to stress. Under other stress states of 5, 15, 25, and 35 MPa, the stress-strain curves become flatter with increasing stress. Under uniaxial stress condition, the fragile strengths of different rocks are sandstone, red sandstone, granite, marble, chert, and cement mortar in that order. Whereas, under triaxial stress condition, the fragility of the rock samples was in the order of fine-grained granite, coarse-grained granite, sandstone, tuff, and marble. It was further found that the rock specimens after different high-temperature water-cooling treatments exhibited four different stages of brittle fracture, and the peak of the first stage of the rock was higher as the temperature decreased. The inclination of the peak was inversely proportional to the temperature. This study provides an essential scientific basis for the in-depth understanding of the brittle fracture characteristics of rocks and their engineering applications.</p>
</abstract>

In this study, not only the variability of the internal texture of rocks is considered in the in-depth investigation of the brittle fracture properties of rocks, but also the effects of different stress states and temperature factors on the fragility of rocks are focused on. Through experimental studies and data analysis of various types of rocks under different stress conditions and temperature environments, this study found that the plasticity of marble is positively related to stress. Under other stress states of 5, 15, 25, and 35 MPa, the stress-strain curves become flatter with increasing stress. Under uniaxial stress condition, the fragile strengths of different rocks are sandstone, red sandstone, granite, marble, chert, and cement mortar in that order. Whereas, under triaxial stress condition, the fragility of the rock samples was in the order of fine-grained granite, coarse-grained granite, sandstone, tuff, and marble. It was further found that the rock specimens after different high-temperature water-cooling treatments exhibited four different stages of brittle fracture, and the peak of the first stage of the rock was higher as the temperature decreased. The inclination of the peak was inversely proportional to the temperature. This study provides an essential scientific basis for the in-depth understanding of the brittle fracture characteristics of rocks and their engineering applications.

Research on the evaluation method of rock brittleness characteristics based on stress-strain curve

Applied Mathematics and Nonlinear Sciences

This work is licensed under the Creative Commons Attribution 4.0 International License.

In this study, not only the variability of the internal texture of rocks is considered in the in-depth investigation of the brittle fracture properties of...

Research on the evaluation method of rock brittleness characteristics based on stress-strain curve

Publié en ligne: 26 févr. 2024

Pages: -

Reçu: 12 janv. 2024

Accepté: 19 janv. 2024

DOI: https://doi.org/10.2478/amns-2024-0545

Mots clés
Stress-strain curve, Fragility, Rock type, Stress state, Brittle cracking stage

© 2023 Xuan Tang et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Research on the evaluation method of rock brittleness characteristics based on stress-strain curve

Publié en ligne: 26 févr. 2024

Pages: -

Reçu: 12 janv. 2024

Accepté: 19 janv. 2024

DOI: https://doi.org/10.2478/amns-2024-0545

Mots clésStress-strain curve, Fragility, Rock type, Stress state, Brittle cracking stage

© 2023 Xuan Tang et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Mots clés
Stress-strain curve, Fragility, Rock type, Stress state, Brittle cracking stage