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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
nn decrease » _ decrease (Expand Search), mean decrease (Expand Search), gy decreased (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
nn decrease » _ decrease (Expand Search), mean decrease (Expand Search), gy decreased (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
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6741
Multiple indicator test results.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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6742
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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6743
Compaction test results.
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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6744
Experimental mix proportions.
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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6745
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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6746
CBR test results.
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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6747
Change in moisture content of stabilized soil.
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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6748
Relationship between UCS and curing time.
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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6749
PCA-DC cycle improvement process.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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6750
Strength characteristic curve of stabilized soil.
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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6751
Node coding process.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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6752
Assessment of left ventricular (LV) remodeling 2 weeks after transverse aortic constriction (TAC) in male mice.
Published 2025“…<p><b>(A)</b> Representative images of LV contraction measurement from short-axis parasternal view using M-mode. …”
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6753
Inhibiting IQGAP1 expression restricts atherosclerotic plaque development.
Published 2025“…(D) The TUNEL assay demonstrates that the number of apoptotic cells are significantly decreased in the AAV-Si-IQGAP1 group. (E,F) Western blot and densitometric analyses of each protein relative to β‐actin reveal decreased expression of IQGAP1, and pro-apoptotic proteins (cleaved caspase-3 and BAX), while YAP and the anti-apoptotic protein BCL-2 are increased in the aortic wall of the AAV-Si-IQGAP1 groups. …”
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6754
Change in pH value of stabilized soil.
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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6755
CBR test results at different curing time.
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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6756
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6757
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6758
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6759
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6760