بدائل البحث:
greatest decrease » treatment decreased (توسيع البحث), greater increase (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
greatest decrease » treatment decreased (توسيع البحث), greater increase (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
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7341
Numerical simulation model.
منشور في 2025"…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …"
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7342
Reliability and failure probability.
منشور في 2025"…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …"
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7343
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7344
Abnormal expression of IQGAP1, cleaved caspase-3, BCL‐2, and BAX in the aortic wall of HFD mice and AS plaque.
منشور في 2025"…<p>(A,B,C) H&E and Oil Red O staining shows the occurrence of AS in the HFD group following 12 weeks of dietary intake. …"
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7345
Ablation test results of QIMPN-PCA-DC model.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
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7346
QIMPN framework diagram.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
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7347
Basic physical parameters of shield residue.
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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7348
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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7349
Multiple indicator test results.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
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7350
I/L type node quality entity type.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
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7351
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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7352
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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7353
Testing function diagram of QIMPN-PCA-DC.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
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7354
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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7355
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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7356
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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7357
PCA-DC cycle improvement process.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
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7358
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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7359
Node coding process.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
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7360