Search alternatives:
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significance a » significance _ (Expand Search), significance b (Expand Search), significance p (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significance a » significance _ (Expand Search), significance b (Expand Search), significance p (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
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5561
Primary composition of experimental materials.
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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5562
Multiple indicator test results.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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5563
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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5564
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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5565
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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5566
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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5567
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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5568
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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5569
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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5570
PCA-DC cycle improvement process.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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5571
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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5572
Node coding process.
Published 2025“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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5573
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5574
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5575
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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5576
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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5577
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5578
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5579
Valve closing capability and hemolymph flow analysis.
Published 2025“…<p>(A) Scheme illustrating experimental setup for valve closing efficiency and hemolymph flow analysis. …”
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5580