بدائل البحث:
significant decrease » significant increase (توسيع البحث), significantly increased (توسيع البحث)
step decrease » sizes decrease (توسيع البحث), teer decrease (توسيع البحث), we decrease (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
significant decrease » significant increase (توسيع البحث), significantly increased (توسيع البحث)
step decrease » sizes decrease (توسيع البحث), teer decrease (توسيع البحث), we decrease (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
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6841
Multiple indicator test results.
منشور في 2025"…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …"
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6842
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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6843
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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6844
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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6845
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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6846
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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6847
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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6848
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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6849
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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6850
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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6851
Node coding process.
منشور في 2025"…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …"
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6852
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6853
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6854
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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6855
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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6856
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6857
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6858
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6859
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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6860
Demographic information.
منشور في 2025"…<div><p>Background and aims</p><p>In recent years, increased awareness of the psychological wellbeing of healthcare professionals and students has become a pressing public health issue affecting care delivery. …"