Search alternatives:
increase decrease » increased release (Expand Search), increased crash (Expand Search)
affect decrease » effects decreased (Expand Search), largest decrease (Expand Search)
larger decrease » marked decrease (Expand Search)
increase decrease » increased release (Expand Search), increased crash (Expand Search)
affect decrease » effects decreased (Expand Search), largest decrease (Expand Search)
larger decrease » marked decrease (Expand Search)
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1481
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1482
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1483
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1484
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1485
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1486
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1487
Implementation framework.
Published 2025“…HMIS data showed statistically significant improvement in data completeness (from 62 to 87% (p < 0.001)) and decreased error rate (from 37 to 18% (p < 0.001)) after completion of the coaching visit series. …”
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1488
DHIMS2 data quality over time.
Published 2025“…HMIS data showed statistically significant improvement in data completeness (from 62 to 87% (p < 0.001)) and decreased error rate (from 37 to 18% (p < 0.001)) after completion of the coaching visit series. …”
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1489
Loading mode.
Published 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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1490
Model and meshes.
Published 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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1491
Shearing forces in the tension zone.
Published 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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1492
Pile foundation section.
Published 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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1493
Shearing force in the pressure zone.
Published 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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1494
Strain-stress maps of vertical pile foundation.
Published 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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1495
Displacement-inclination variation graph.
Published 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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1496
Soil modeling and mechanical parameters.
Published 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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1497
Location of monitored piles.
Published 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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1498
Axial force in the pressure zone.
Published 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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1499
Pile-soil interaction.
Published 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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1500
Bending moment in the tension zone.
Published 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. …”