بدائل البحث:
significantly greater » significantly correlated (توسيع البحث), significantly increased (توسيع البحث), significantly higher (توسيع البحث)
greater decrease » greatest decrease (توسيع البحث), greater increase (توسيع البحث), greater disease (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
significantly greater » significantly correlated (توسيع البحث), significantly increased (توسيع البحث), significantly higher (توسيع البحث)
greater decrease » greatest decrease (توسيع البحث), greater increase (توسيع البحث), greater disease (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
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Change in rectal temperature following pre-medication, induction and inhalant anesthesia.
منشور في 2025الموضوعات: -
32
Scheme of g-λ model with larger values λ.
منشور في 2024"…The stress-deformation model of the single uncoupled joint (g-λ model with λ ≥ 1) is employed to depict the nonlinearity of uncoupled joints, with a greater value of the parameter λ signifying a lower degree of non-linearity in the joint model curve. …"
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Test soil parameters.
منشور في 2025"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"
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Influence of UHMWPE length on swelling pressure.
منشور في 2025"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"
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UHMWPF parameters.
منشور في 2025"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"
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36
Influence of UHMWPE content on swelling pressure.
منشور في 2025"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"
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Soil partice-size distribution.
منشور في 2025"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"
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