Showing 6,881 - 6,900 results of 21,342 for search '(( significant decrease decrease ) OR ( significantly ((a decrease) OR (linear decrease)) ))', query time: 0.48s Refine Results
  1. 6881
  2. 6882

    Numerical simulation model. by Jianqing Jia (21001506)

    Published 2025
    “…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
  3. 6883

    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. …”
  4. 6884

    IDA flowchart. by Jun Zhao (59250)

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  5. 6885
  6. 6886
  7. 6887
  8. 6888

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

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  9. 6889

    QIMPN framework diagram. by Jun Zhao (59250)

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  10. 6890

    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. …”
  11. 6891

    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. …”
  12. 6892

    Multiple indicator test results. by Jun Zhao (59250)

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  13. 6893

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

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  14. 6894

    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. …”
  15. 6895

    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. …”
  16. 6896

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

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  17. 6897

    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. …”
  18. 6898

    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. …”
  19. 6899

    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. …”
  20. 6900

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

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”