Search alternatives:
increase decrease » increased release (Expand Search), increased crash (Expand Search)
larger decrease » marked decrease (Expand Search)
lower decrease » linear decrease (Expand Search), teer decrease (Expand Search), we decrease (Expand Search)
Showing 1,901 - 1,920 results of 14,291 for search '(( significant increase decrease ) OR ( significantly ((lower decrease) OR (larger decrease)) ))', query time: 0.41s Refine Results
  1. 1901
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  2. 1902
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  3. 1903
    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
    Subjects:
    Save to List
    Saved in:
  4. 1904
    CONSORT 2025 Flow Diagram [70].

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

    Published 2025
    Subjects:
    Save to List
    Saved in:
  5. 1905
    Basic mechanical parameters of concrete specimens.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  6. 1906
    Fig 19 -

    Fig 19 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  7. 1907
    Fig 8 -

    Fig 8 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  8. 1908
    Mean values and 95% confidence intervals for recovery time, Average NN Interval (AVNN); Standard Deviation of NN Intervals (SDNN), Low Frequency/ High Frequency Ratio (LF/HF); and heart rate (HR) across the three conditions.

    Mean values and 95% confidence intervals for recovery time, Average NN Interval (AVNN); Standard Deviation of NN Intervals (SDNN), Low Frequency/ High Frequency Ratio (LF/HF); and... by Robert Trybulski (10998702)

    Published 2025
    Subjects:
    Save to List
    Saved in:
  9. 1909
    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
    Subjects:
    Save to List
    Saved in:
  10. 1910
    Percentage reduction of shear strength parameters.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  11. 1911
    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
    Subjects:
    Save to List
    Saved in:
  12. 1912
    Raw data underlying the findings in this study.

    Raw data underlying the findings in this study. by Andrew Mvula (20161161)

    Published 2024
    “…The relative bone density significantly decreased as standard length and condition factor (<i>K</i>) increased in both sexes. …”
    Save to List
    Saved in:
  13. 1913
    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. …”
    Save to List
    Saved in:
  14. 1914
    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. …”
    Save to List
    Saved in:
  15. 1915
    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. …”
    Save to List
    Saved in:
  16. 1916
    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. …”
    Save to List
    Saved in:
  17. 1917
    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. …”
    Save to List
    Saved in:
  18. 1918
    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. …”
    Save to List
    Saved in:
  19. 1919
    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. …”
    Save to List
    Saved in:
  20. 1920
    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. …”
    Save to List
    Saved in:

Search Tools: