Showing 4,001 - 4,020 results of 14,170 for search '(( significant decrease decrease ) OR ( significant results decrease ))~', query time: 0.58s Refine Results
  1. 4001
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  3. 4003

    Model selection based on best fit. by Angelina Mageni Lutambi (22097223)

    Published 2025
    “…We utilized geo-covariate data from the Demographic and Health surveys (DHS) program, applying a Moran’s I test for spatial autocorrelation, a geostatistical Bayesian-based model to predict malaria incidence at an unsampled locations, and calculated the percentage change in predicted incidence over a ten-year interval. The results showed that malaria incidence decreased with greater variance across Tanzania. …”
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  7. 4007

    FK506 significantly potentiates caspofungin activity against tolerant <i>C. tropicalis</i> strains, reversing tolerance phenotypes in both <i>in vitro</i> and <i>in vivo</i> models... by Yongqin Wu (272012)

    Published 2025
    “…(F) FK506 substantially decreases the fungal load in <i>G. mellonella</i> larvae infected with tolerant strains and treated with caspofungin. …”
  8. 4008
  9. 4009

    Thermodynamic parameters. by Jianqing Jia (21001506)

    Published 2025
    “…However, the insulation layer deteriorates with freeze-thaw cycles and temperature changes. These significantly impact tunnel reliability in these areas. …”
  10. 4010

    Numerical simulation model. by Jianqing Jia (21001506)

    Published 2025
    “…However, the insulation layer deteriorates with freeze-thaw cycles and temperature changes. These significantly impact tunnel reliability in these areas. …”
  11. 4011

    Reliability and failure probability. by Jianqing Jia (21001506)

    Published 2025
    “…However, the insulation layer deteriorates with freeze-thaw cycles and temperature changes. These significantly impact tunnel reliability in these areas. …”
  12. 4012

    IDA flowchart. by Jun Zhao (59250)

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  13. 4013

    QIMPN framework diagram. by Jun Zhao (59250)

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
  14. 4014

    Basic physical parameters of shield residue. by Shoujie Wang (18326754)

    Published 2024
    “…A series of laboratory tests, including California Bearing Ratio (CBR) tests, unconfined compressive strength (UCS) tests, moisture content tests, pH tests, water stability tests, and dry-wet cycles tests were performed on discarded shield residue with additive contents. The results show that the UCS and CBR values enhanced significantly with the increase in curing time. …”
  15. 4015

    Primary composition of experimental materials. by Shoujie Wang (18326754)

    Published 2024
    “…A series of laboratory tests, including California Bearing Ratio (CBR) tests, unconfined compressive strength (UCS) tests, moisture content tests, pH tests, water stability tests, and dry-wet cycles tests were performed on discarded shield residue with additive contents. The results show that the UCS and CBR values enhanced significantly with the increase in curing time. …”
  16. 4016

    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. …”
  17. 4017

    Experimental mix proportions. by Shoujie Wang (18326754)

    Published 2024
    “…A series of laboratory tests, including California Bearing Ratio (CBR) tests, unconfined compressive strength (UCS) tests, moisture content tests, pH tests, water stability tests, and dry-wet cycles tests were performed on discarded shield residue with additive contents. The results show that the UCS and CBR values enhanced significantly with the increase in curing time. …”
  18. 4018

    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. …”
  19. 4019

    Change in moisture content of stabilized soil. by Shoujie Wang (18326754)

    Published 2024
    “…A series of laboratory tests, including California Bearing Ratio (CBR) tests, unconfined compressive strength (UCS) tests, moisture content tests, pH tests, water stability tests, and dry-wet cycles tests were performed on discarded shield residue with additive contents. The results show that the UCS and CBR values enhanced significantly with the increase in curing time. …”
  20. 4020

    Relationship between UCS and curing time. by Shoujie Wang (18326754)

    Published 2024
    “…A series of laboratory tests, including California Bearing Ratio (CBR) tests, unconfined compressive strength (UCS) tests, moisture content tests, pH tests, water stability tests, and dry-wet cycles tests were performed on discarded shield residue with additive contents. The results show that the UCS and CBR values enhanced significantly with the increase in curing time. …”