Cement and Concrete Composites, Journal Year: 2024, Volume and Issue: unknown, P. 105885 - 105885
Published: Dec. 1, 2024
Language: Английский
Cement and Concrete Composites, Journal Year: 2024, Volume and Issue: unknown, P. 105885 - 105885
Published: Dec. 1, 2024
Language: Английский
Construction and Building Materials, Journal Year: 2025, Volume and Issue: 463, P. 140025 - 140025
Published: Jan. 26, 2025
Language: Английский
Citations
2Construction and Building Materials, Journal Year: 2024, Volume and Issue: 442, P. 137606 - 137606
Published: July 27, 2024
Language: Английский
Citations
10Geoenergy Science and Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 213649 - 213649
Published: Jan. 1, 2025
Language: Английский
Citations
1Journal of Building Engineering, Journal Year: 2024, Volume and Issue: 94, P. 109940 - 109940
Published: June 13, 2024
Language: Английский
Citations
7Construction and Building Materials, Journal Year: 2024, Volume and Issue: 446, P. 137980 - 137980
Published: Aug. 28, 2024
Language: Английский
Citations
6Construction and Building Materials, Journal Year: 2024, Volume and Issue: 447, P. 137972 - 137972
Published: Aug. 31, 2024
Language: Английский
Citations
4Measurement, Journal Year: 2024, Volume and Issue: unknown, P. 115736 - 115736
Published: Sept. 1, 2024
Language: Английский
Citations
4Construction and Building Materials, Journal Year: 2024, Volume and Issue: 458, P. 139613 - 139613
Published: Dec. 26, 2024
Language: Английский
Citations
4Measurement, Journal Year: 2025, Volume and Issue: unknown, P. 117649 - 117649
Published: April 1, 2025
Language: Английский
Citations
0Fractal and Fractional, Journal Year: 2024, Volume and Issue: 8(8), P. 437 - 437
Published: July 24, 2024
Fatigue damage can occur in surface rock engineering due to various factors, including earthquakes, blasting, and impacts. The underlying cause for the variations physical mechanical properties of resulting from impact loading is alteration internal pore structure. To investigate evolution characteristics structure under fatigue damage, red sandstone subjected cyclic compression by split Hopkinson pressure bar (SHPB) was analyzed using nuclear magnetic resonance (NMR) technology. parameters describing were obtained quantified fractal methods. development rocks quantitatively analyzed, two models based on size connectivity constructed. results indicate that with an increasing number cycles, porosity gradually increases, T2 cutoff (T2c) value decreases, most probable gray imaging (MRI) pores’ enhanced, dimension decreases gradually. Moreover, distribution space tends transition three-dimensional two-dimensional, suggesting expansion dominant pores into clusters, forming microfractures or even macroscopic fissures. findings provide valuable insights a microscopic perspective contribute evaluation time-varying stability assessment progressive engineering.
Language: Английский
Citations
3