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increase decrease » increased release (Expand Search), increased crash (Expand Search)
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Showing 1,741 - 1,760 results of 14,079 for search '(( significantly ((lower decrease) OR (nn decrease)) ) OR ( significant increase decrease ))', query time: 0.62s Refine Results
  1. 1741
    Specimen packaging process.

    Specimen packaging process. by Zhezhe Zhang (19704587)

    Published 2024
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  2. 1742
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

    Published 2024
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  3. 1743
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

    Published 2024
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  4. 1744
    Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens.

    Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens. by Zhezhe Zhang (19704587)

    Published 2024
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  5. 1745
    CONSORT 2025 Flow Diagram [70].

    CONSORT 2025 Flow Diagram [70]. by Robert Trybulski (10998702)

    Published 2025
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  6. 1746
    Basic mechanical parameters of concrete specimens.

    Basic mechanical parameters of concrete specimens. by Zhezhe Zhang (19704587)

    Published 2024
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  7. 1747
    Fig 19 -

    Fig 19 - by Zhezhe Zhang (19704587)

    Published 2024
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  8. 1748
    Fig 8 -

    Fig 8 - by Zhezhe Zhang (19704587)

    Published 2024
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  9. 1749
    Mean values and 95% confidence intervals for resting flow, arterial occlusion pressure (AOP), biological zero, reactive hyperemia (RHmax), and time to peak across the three conditions.

    Mean values and 95% confidence intervals for resting flow, arterial occlusion pressure (AOP), biological zero, reactive hyperemia (RHmax), and time to peak across the three conditi... by Robert Trybulski (10998702)

    Published 2025
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  10. 1750
    Percentage reduction of shear strength parameters.

    Percentage reduction of shear strength parameters. by Zhezhe Zhang (19704587)

    Published 2024
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  11. 1751
    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.

    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  12. 1752
    Basic physical parameters of shield residue.

    Basic physical parameters of shield residue. 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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  13. 1753
    Primary composition of experimental materials.

    Primary composition of experimental materials. 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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  14. 1754
    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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  15. 1755
    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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  16. 1756
    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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  17. 1757
    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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  18. 1758
    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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  19. 1759
    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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  20. 1760
    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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