بدائل البحث:
significant decrease » significant increase (توسيع البحث), significantly increased (توسيع البحث)
significance a » significance _ (توسيع البحث), significance b (توسيع البحث), significance p (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
significant decrease » significant increase (توسيع البحث), significantly increased (توسيع البحث)
significance a » significance _ (توسيع البحث), significance b (توسيع البحث), significance p (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
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5561
Primary composition of experimental materials.
منشور في 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.
منشور في 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.
منشور في 2025"…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …"
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5564
Compaction test results.
منشور في 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.
منشور في 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.
منشور في 2025"…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …"
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5567
CBR test results.
منشور في 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.
منشور في 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.
منشور في 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.
منشور في 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.
منشور في 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.
منشور في 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.
منشور في 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.
منشور في 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.
منشور في 2025"…<p>(A) Scheme illustrating experimental setup for valve closing efficiency and hemolymph flow analysis. …"
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5580