بدائل البحث:
significant fold » significant force (توسيع البحث), significant co (توسيع البحث), significant all (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
fold decrease » fold increase (توسيع البحث), fold increased (توسيع البحث), fold increases (توسيع البحث)
significant fold » significant force (توسيع البحث), significant co (توسيع البحث), significant all (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
fold decrease » fold increase (توسيع البحث), fold increased (توسيع البحث), fold increases (توسيع البحث)
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Loading mode.
منشور في 2025"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
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Model and meshes.
منشور في 2025"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
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Shearing forces in the tension zone.
منشور في 2025"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
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Pile foundation section.
منشور في 2025"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
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Shearing force in the pressure zone.
منشور في 2025"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
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Strain-stress maps of vertical pile foundation.
منشور في 2025"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"