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Showing 1,821 - 1,840 results of 21,342 for search '(( significant ((trend decrease) OR (greatest decrease)) ) OR ( significant decrease decrease ))', query time: 0.53s Refine Results
  1. 1821
    Compaction test results.

    Compaction test results. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  2. 1822
    Experimental mix proportions.

    Experimental mix proportions. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  3. 1823
    CBR test results.

    CBR test results. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  4. 1824
    Change in moisture content of stabilized soil.

    Change in moisture content of stabilized soil. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  5. 1825
    Relationship between UCS and curing time.

    Relationship between UCS and curing time. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  6. 1826
    Strength characteristic curve of stabilized soil.

    Strength characteristic curve of stabilized soil. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  7. 1827
    Change in pH value of stabilized soil.

    Change in pH value of stabilized soil. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  8. 1828
    CBR test results at different curing time.

    CBR test results at different curing time. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  9. 1829
    ELISA analysis revealed a significant decrease in SP (A & B) and CGRP (C & D) protein levels in the corneas and tear fluid of mice treated with 0.5% bupivacaine (BUP) every alternate day for 15 days (administered via subconjunctival injection (SCI) alone or in combination with topical (TOP) application) compared to PBS-treated controls.

    ELISA analysis revealed a significant decrease in SP (A & B) and CGRP (C & D) protein levels in the corneas and tear fluid of mice treated with 0.5% bupivacaine (BUP) every alternate day for 15 days (administered via subconjunctival injection (SCI) alone or in combination with topical (TOP) application) compared to PBS-treated controls. by Ananya Datta (19932144)

    Published 2025
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  10. 1830
    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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  11. 1831
    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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  12. 1832
    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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  13. 1833
    (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)

    Published 2025
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  14. 1834
    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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  15. 1835
    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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  16. 1836
    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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  17. 1837
    Variation law of AE events rate of sandstone under different freeze-thaw cycles at a loading rate of 0.05 mm/min.

    Variation law of AE events rate 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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  18. 1838
    Variation law of attenuation constant of sandstone with different loading rates.

    Variation law of attenuation constant of sandstone with different loading rates. by Wenyu Lv (20139458)

    Published 2025
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  19. 1839
    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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  20. 1840
    Detailed table of sandstones mechanical parameters change.

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

    Published 2025
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