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significant strain » significant main (Expand Search), significant constraints (Expand Search), significant burden (Expand Search)
significant rates » significant role (Expand Search), significant rise (Expand Search), significant risks (Expand Search)
strain increase » strain increases (Expand Search), steady increase (Expand Search), stress increases (Expand Search)
rates decrease » rate decreased (Expand Search), greatest decrease (Expand Search), greater decrease (Expand Search)
significant strain » significant main (Expand Search), significant constraints (Expand Search), significant burden (Expand Search)
significant rates » significant role (Expand Search), significant rise (Expand Search), significant risks (Expand Search)
strain increase » strain increases (Expand Search), steady increase (Expand Search), stress increases (Expand Search)
rates decrease » rate decreased (Expand Search), greatest decrease (Expand Search), greater decrease (Expand Search)
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Variation of creep strain rate of rock samples with the number of freeze-thaw cycles.
Published 2025Subjects: -
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Stress-strain curves of composite.
Published 2025“…All three types of energies decreased exponentially with increasing loading rate. …”
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Stress-strain curves of freeze-thaw cycling sandstone under different loading rates.
Published 2025Subjects: -
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Fitting Stress-Strain Curves of M20 Specimen.
Published 2025“…All three types of energies decreased exponentially with increasing loading rate. …”
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Fitting Stress-Strain Curves of M30 Specimens.
Published 2025“…All three types of energies decreased exponentially with increasing loading rate. …”
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Fitting Stress-Strain Curves of M40 Specimens.
Published 2025“…All three types of energies decreased exponentially with increasing loading rate. …”
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Loading rate—Failure stress relation diagram.
Published 2024“…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”
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