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Showing 7,161 - 7,180 results of 18,308 for search 'significant ((((step decrease) OR (((teer decrease) OR (a decrease))))) OR (mean decrease))', query time: 0.70s Refine Results
  1. 7161
    Thermodynamic parameters.

    Thermodynamic parameters. by Jianqing Jia (21001506)

    Published 2025
    “…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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  2. 7162
    Numerical simulation model.

    Numerical simulation model. by Jianqing Jia (21001506)

    Published 2025
    “…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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  3. 7163
    Reliability and failure probability.

    Reliability and failure probability. by Jianqing Jia (21001506)

    Published 2025
    “…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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  4. 7164
    IDA flowchart.

    IDA flowchart. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  5. 7165
    Ablation test results of QIMPN-PCA-DC model.

    Ablation test results of QIMPN-PCA-DC model. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  6. 7166
    QIMPN framework diagram.

    QIMPN framework diagram. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  7. 7167
    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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  8. 7168
    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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  9. 7169
    Multiple indicator test results.

    Multiple indicator test results. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  10. 7170
    I/L type node quality entity type.

    I/L type node quality entity type. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  11. 7171
    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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  12. 7172
    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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  13. 7173
    Testing function diagram of QIMPN-PCA-DC.

    Testing function diagram of QIMPN-PCA-DC. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  14. 7174
    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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  15. 7175
    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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  16. 7176
    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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  17. 7177
    PCA-DC cycle improvement process.

    PCA-DC cycle improvement process. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  18. 7178
    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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  19. 7179
    Node coding process.

    Node coding process. by Jun Zhao (59250)

    Published 2025
    “…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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  20. 7180
    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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