بدائل البحث:
significantly weaker » significantly greater (توسيع البحث), significantly better (توسيع البحث), significantly related (توسيع البحث)
weaker decrease » greater decrease (توسيع البحث), teer decrease (توسيع البحث), water decreases (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
significantly weaker » significantly greater (توسيع البحث), significantly better (توسيع البحث), significantly related (توسيع البحث)
weaker decrease » greater decrease (توسيع البحث), teer decrease (توسيع البحث), water decreases (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
a decrease » _ decrease (توسيع البحث), _ decreased (توسيع البحث), _ decreases (توسيع البحث)
-
6601
Thermodynamic parameters.
منشور في 2025"…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …"
-
6602
-
6603
Primers used for real-time qPCR.
منشور في 2025"…The results show that the infectivity of aerosolized Phi6 in air decreased by ≥ 1 log<sub>10</sub> as the relative humidity (RH) increased from 25% to 75% but then increased by ≥ 1 log<sub>10</sub> as the RH further increased to 85%, resulting in a characteristic V-shape curve which varied with exposure time. …"
-
6604
IDA flowchart.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
-
6605
Numerical simulation model.
منشور في 2025"…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …"
-
6606
Reliability and failure probability.
منشور في 2025"…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …"
-
6607
-
6608
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. …"
-
6609
Ablation test results of QIMPN-PCA-DC model.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
-
6610
QIMPN framework diagram.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
-
6611
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. …"
-
6612
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. …"
-
6613
Multiple indicator test results.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
-
6614
I/L type node quality entity type.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
-
6615
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. …"
-
6616
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. …"
-
6617
Testing function diagram of QIMPN-PCA-DC.
منشور في 2025"…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
-
6618
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. …"
-
6619
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. …"
-
6620
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. …"