Search alternatives:
increase decrease » increased release (Expand Search), increased crash (Expand Search)
lower decrease » larger decrease (Expand Search), linear decrease (Expand Search), teer decrease (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), nn decrease (Expand Search)
Showing 2,061 - 2,080 results of 15,852 for search '(( significant increase decrease ) OR ( significantly ((lower decrease) OR (we decrease)) ))', query time: 0.58s Refine Results
  1. 2061
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  2. 2062
    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:
  3. 2063
    CONSORT 2025 Flow Diagram [70].

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

    Published 2025
    Subjects:
    Save to List
    Saved in:
  4. 2064
    Basic mechanical parameters of concrete specimens.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  5. 2065
    Fig 19 -

    Fig 19 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  6. 2066
    Fig 8 -

    Fig 8 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  7. 2067
    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:
  8. 2068
    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:
  9. 2069
    Percentage reduction of shear strength parameters.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  10. 2070
    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:
  11. 2071
    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:
  12. 2072
    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:
  13. 2073
    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:
  14. 2074
    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:
  15. 2075
    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:
  16. 2076
    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:
  17. 2077
    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:
  18. 2078
    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:
  19. 2079
    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. …”
    Save to List
    Saved in:
  20. 2080
    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. …”
    Save to List
    Saved in:

Search Tools: