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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significant results » significant reductions (Expand Search), significant reduction (Expand Search)
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4001
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4002
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4003
Model selection based on best fit.
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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4004
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4005
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4006
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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...
Published 2025“…(F) FK506 substantially decreases the fungal load in <i>G. mellonella</i> larvae infected with tolerant strains and treated with caspofungin. …”
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4008
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4009
Thermodynamic parameters.
Published 2025“…However, the insulation layer deteriorates with freeze-thaw cycles and temperature changes. These significantly impact tunnel reliability in these areas. …”
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4010
Numerical simulation model.
Published 2025“…However, the insulation layer deteriorates with freeze-thaw cycles and temperature changes. These significantly impact tunnel reliability in these areas. …”
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4011
Reliability and failure probability.
Published 2025“…However, the insulation layer deteriorates with freeze-thaw cycles and temperature changes. These significantly impact tunnel reliability in these areas. …”
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4012
IDA flowchart.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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4013
QIMPN framework diagram.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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4014
Basic physical parameters of shield residue.
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. …”
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4015
Primary composition of experimental materials.
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. …”
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4016
I/L type node quality entity type.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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4017
Experimental mix proportions.
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. …”
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4018
Testing function diagram of QIMPN-PCA-DC.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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4019
Change in moisture content of stabilized soil.
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. …”
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4020
Relationship between UCS and curing time.
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. …”