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Showing 41 - 60 results of 1,018 for search '(( third ((larger decrease) OR (((we decrease) OR (a decrease)))) ) OR ( loading rate decrease ))', query time: 0.43s Refine Results
  1. 41
    Stress-strain curves of freeze-thaw cycling sandstone under different loading rates.

    Stress-strain curves of freeze-thaw cycling sandstone under different loading rates. by Wenyu Lv (20139458)

    Published 2025
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  2. 42
    Comparison of UCS tests and models of sandstone under different loading rates and freeze-thaw cycles.

    Comparison of UCS tests and models of sandstone under different loading rates and freeze-thaw cycles. by Wenyu Lv (20139458)

    Published 2025
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  3. 43
    Effect of Load on GRG.

    Effect of Load on GRG. by Charles Sarala Rubi (21608723)

    Published 2025
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  4. 44
    Superimposition of the cephalometric tracings obtained before and after treatment of case with mandibular third molar extraction.

    Superimposition of the cephalometric tracings obtained before and after treatment of case with mandibular third molar extraction. by Lijuan Liu (136685)

    Published 2025
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  5. 45
    Comparison of pretreatment cephalometric variables between premolar extraction and mandibular third molar extraction groups.

    Comparison of pretreatment cephalometric variables between premolar extraction and mandibular third molar extraction groups. by Lijuan Liu (136685)

    Published 2025
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  6. 46
    Training-induced changes in bipedal stance.

    Training-induced changes in bipedal stance. by Cristina Dolciotti (16317330)

    Published 2025
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  7. 47
    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.20mm/min.

    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.20mm/min. by Wenyu Lv (20139458)

    Published 2025
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  8. 48
    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.05mm/min.

    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.05mm/min. by Wenyu Lv (20139458)

    Published 2025
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  9. 49
    Consolidation of training-induced changes in unipedal stance: 95% Area, Y Sway Amplitude and LFS.

    Consolidation of training-induced changes in unipedal stance: 95% Area, Y Sway Amplitude and LFS. by Cristina Dolciotti (16317330)

    Published 2025
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  10. 50
    Consolidation of training-induced changes in unipedal stance: Path Length, X Sway Amplitude and Velocity.

    Consolidation of training-induced changes in unipedal stance: Path Length, X Sway Amplitude and Velocity. by Cristina Dolciotti (16317330)

    Published 2025
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  11. 51
    Comparison of upper and lower arch crowding between premolar extraction group and the mandibular third molar extraction groups.

    Comparison of upper and lower arch crowding between premolar extraction group and the mandibular third molar extraction groups. by Lijuan Liu (136685)

    Published 2025
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  12. 52
    Variation law of AE <i>b</i>-value of sandstone under different freeze-thaw cycles at a loading rate of 0.20mm/min.

    Variation law of AE <i>b</i>-value of sandstone under different freeze-thaw cycles at a loading rate of 0.20mm/min. by Wenyu Lv (20139458)

    Published 2025
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  13. 53
    Variation law of AE <i>b</i>-value of sandstone under different freeze-thaw cycles at a loading rate of 0.05 mm/min.

    Variation law of AE <i>b</i>-value of sandstone under different freeze-thaw cycles at a loading rate of 0.05 mm/min. by Wenyu Lv (20139458)

    Published 2025
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  14. 54
    Variation of creep strain rate of rock samples with the number of freeze-thaw cycles.

    Variation of creep strain rate of rock samples with the number of freeze-thaw cycles. by Dengke Yang (842532)

    Published 2025
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  15. 55
    Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i><sub><i>p</i></sub>-49.19s, (b) <i>t</i><sub><i>p</i></sub>-12.03s, (c) <i>t</i><sub><i>p</i></sub>, (d) <i>t</i><sub><i>p</i></sub>

    Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i><sub><i>p</i></sub>-49.19s, (b) <i>t</i><sub><i>p</i></sub>-12.03s,... by Wenyu Lv (20139458)

    Published 2025
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  16. 56
    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.20mm/min. (a) <i>t</i><sub><i>p</i></sub>-107.3s, (b) <i>t</i><sub><i>p</i></sub>-15.26s, (c) <i>t</i><sub><i>p</i></sub>, (d) <i>t</i><sub><i>p</i></sub>

    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.20mm/min. (a) <i>t</i><sub><i>p</i></sub>-107.3s, (b) <i>t</i><sub><i>p</i></sub>-15.26... by Wenyu Lv (20139458)

    Published 2025
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  17. 57
    (a) 48 sandstone samples used in this experiment, (b) ZYB-II vacuum pressurized water saturation device, (c)static strain gauge, (d) diagram of experimental system, including uniaxial compression testing system, AE system and high-speed camera.

    (a) 48 sandstone samples used in this experiment, (b) ZYB-II vacuum pressurized water saturation device, (c)static strain gauge, (d) diagram of experimental system, including uniax... by Wenyu Lv (20139458)

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  18. 58
    Stress-strain curves of four groups of typical sandstone samples.

    Stress-strain curves of four groups of typical sandstone samples. by Wenyu Lv (20139458)

    Published 2025
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  19. 59
    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.05 mm/min. (a) <i>t</i><sub><i>p</i></sub>-100.01s, (b) <i>t</i><sub><i>p</i></sub>-19.89s, (c) <i>t</i><sub><i>p</i></sub>, (d) <i>t</i><sub><i>p</i></sub>

    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.05 mm/min. (a) <i>t</i><sub><i>p</i></sub>-100.01s, (b) <i>t</i><sub><i>p</i></sub>-19.... by Wenyu Lv (20139458)

    Published 2025
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  20. 60
    Detailed table of sandstones mechanical parameters change.

    Detailed table of sandstones mechanical parameters change. by Wenyu Lv (20139458)

    Published 2025
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