Search alternatives:
largest decrease » larger decrease (Expand Search), marked decrease (Expand Search)
latest decrease » greatest decrease (Expand Search), largest decreases (Expand Search), latency decreased (Expand Search)
joint decrease » point decrease (Expand Search), point increase (Expand Search), joint disease (Expand Search)
largest decrease » larger decrease (Expand Search), marked decrease (Expand Search)
latest decrease » greatest decrease (Expand Search), largest decreases (Expand Search), latency decreased (Expand Search)
joint decrease » point decrease (Expand Search), point increase (Expand Search), joint disease (Expand Search)
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Three-dimensional topography of concrete joints.
Published 2024“…<div><p>In order to study the shear mechanical properties of rock joint under different unloading stress paths, the RDS-200 rock joint shear test system was used to carry out direct shear tests on concrete joint specimens with five different morphologies under the CNL path and different unloading stress paths. …”
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Preparation process of concrete joint specimens.
Published 2024“…<div><p>In order to study the shear mechanical properties of rock joint under different unloading stress paths, the RDS-200 rock joint shear test system was used to carry out direct shear tests on concrete joint specimens with five different morphologies under the CNL path and different unloading stress paths. …”
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Demographics and SNP alleles for patients undergoing primary total joint replacement surgery.
Published 2025Subjects: -
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Numerical simulation scheme.
Published 2025“…At a joint inclination of 60°, the shear strength decreases by 10.7% as the JRC increases from 0 to 10.…”
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Minimum data set.
Published 2025“…At a joint inclination of 60°, the shear strength decreases by 10.7% as the JRC increases from 0 to 10.…”
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Micro parameters determined in the simulation.
Published 2025“…At a joint inclination of 60°, the shear strength decreases by 10.7% as the JRC increases from 0 to 10.…”
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Destruction penetration patterns.
Published 2025“…At a joint inclination of 60°, the shear strength decreases by 10.7% as the JRC increases from 0 to 10.…”