Search alternatives:
greater decrease » greatest decrease (Expand Search), greater increase (Expand Search), greater disease (Expand Search)
linear decrease » linear increase (Expand Search)
nn decrease » _ decrease (Expand Search), mean decrease (Expand Search), gy decreased (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
greater decrease » greatest decrease (Expand Search), greater increase (Expand Search), greater disease (Expand Search)
linear decrease » linear increase (Expand Search)
nn decrease » _ decrease (Expand Search), mean decrease (Expand Search), gy decreased (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
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6861
Raw data.
Published 2025“…</p><p>Conclusion</p><p>KT significantly improved abnormal ankle posture by promoting greater ankle dorsiflexion and eversion angles. …”
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6862
Primers used for real-time qPCR.
Published 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. …”
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6863
IDA flowchart.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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6864
Numerical simulation model.
Published 2025“…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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6865
Reliability and failure probability.
Published 2025“…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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6866
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6867
Abnormal expression of IQGAP1, cleaved caspase-3, BCL‐2, and BAX in the aortic wall of HFD mice and AS plaque.
Published 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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6868
Ablation test results of QIMPN-PCA-DC model.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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6869
QIMPN framework diagram.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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6870
Basic physical parameters of shield residue.
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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6871
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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6872
Multiple indicator test results.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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6873
I/L type node quality entity type.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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6874
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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6875
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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6876
Testing function diagram of QIMPN-PCA-DC.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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6877
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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6878
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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6879
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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6880
PCA-DC cycle improvement process.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”