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trend decrease » teer decrease (Expand Search)
significant decrease » significantly increased (Expand Search)
significant trend » significant threat (Expand Search), significant threats (Expand Search), significant burden (Expand Search)
trend decrease » teer decrease (Expand Search)
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2081
Specimen Preparation and Experimental Setup.
Published 2025“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”
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2082
UCS texts data.
Published 2025“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”
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2083
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2084
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2085
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2086
Absolute and relative stroke DALYs rate attributable to 2<sup>nd</sup> level risk factors in Chile.
Published 2025Subjects: -
2087
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2088
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2089
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2090
Overall cardiovascular disease DALYs age-standardised rate over time 1990-2021 in Chile.
Published 2025Subjects: -
2091
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2092
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2093
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2094
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2095
Percentage distribution of DALYs for cardiovascular diseases in 2021 in Chile.
Published 2025Subjects: -
2096
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2097
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2098
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2099
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2100