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581
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582
Three-dimensional topography of concrete joints.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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583
Test results under the UNLCSL path.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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584
Average relative error of τ<sub><i>i</i></sub>.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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585
Test scheme.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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586
Average relative error of τ<sub><i>i</i></sub>.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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587
Preparation process of concrete joint specimens.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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588
Cohesion correction coefficient.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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589
Fig 18 in each curve fitting results.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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590
Fig 29 in each curve fitting results.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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591
Fig 9(b) in the straight-line fitting results.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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592
Specimen packaging process.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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593
Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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594
The relationship between Δσ<sub>n</sub> and τ<sub>1</sub>, <i>JRC</i>.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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595
Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.
Published 2024“…Under the same <i>JRC</i>, σ<sub><i>i</i></sub> increases with the increase of τ<sub>1</sub>, and Δσ<sub>n</sub> decreases with the increasing τ<sub>1</sub>. Under the same <i>JRC</i> and σ<sub><i>i</i></sub>, τ<sub><i>i</i></sub> is significantly smaller under the UNLCSL path than the CNL path. …”
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596
Characteristics of the study participants.
Published 2025“…Pain intensity decreased significantly in the experimental group for maximum pain during the last week and during sitting (>30 min) (p ≤ 0.01; r = 0.79–0.90). …”
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597
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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598
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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599
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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600
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. …”