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  1. 1
    Based on our time series data(first from the left), the visualizations of linear residual predictions under different decimation rates (next three) show that as the decimation rate decreases, the range of residual variations also becomes smaller.

    Based on our time series data(first from the left), the visualizations of linear residual predictions under different decimation rates (next three) show that as the decimation rate... by Hua Huo (1818133)

    Published 2025
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  2. 2
    Three-dimensional topography of concrete joints.

    Three-dimensional topography of concrete joints. by Zhezhe Zhang (19704587)

    Published 2024
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  3. 3
    The relationship between residual shear strength and <i>JRC</i>, normal stress.

    The relationship between residual shear strength and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

    Published 2024
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  4. 4
    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line.

    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. by Zhezhe Zhang (19704587)

    Published 2024
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  5. 5
    <i>JRC</i> values of concrete joint specimens of each group.

    <i>JRC</i> values of concrete joint specimens of each group. by Zhezhe Zhang (19704587)

    Published 2024
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  6. 6
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  7. 7
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

    Published 2024
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  8. 8
    Concrete joint specimens with the same morphology.

    Concrete joint specimens with the same morphology. by Zhezhe Zhang (19704587)

    Published 2024
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  9. 9
    Test results under the UNLCSL path.

    Test results under the UNLCSL path. by Zhezhe Zhang (19704587)

    Published 2024
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  10. 10
    Unloading direct shear test results of concrete joints under three stress paths.

    Unloading direct shear test results of concrete joints under three stress paths. by Zhezhe Zhang (19704587)

    Published 2024
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  11. 11
    Average relative error of τ<sub><i>i</i></sub>.

    Average relative error of τ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  12. 12
    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path.

    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path. by Zhezhe Zhang (19704587)

    Published 2024
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  13. 13
    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.

    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  14. 14
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

    Published 2024
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  15. 15
    Comparison strength of the path of CNL and UNLCSL.

    Comparison strength of the path of CNL and UNLCSL. by Zhezhe Zhang (19704587)

    Published 2024
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  16. 16
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

    Published 2024
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  17. 17
    Relationship between peak shear displacement and normal stress.

    Relationship between peak shear displacement and normal stress. by Zhezhe Zhang (19704587)

    Published 2024
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  18. 18
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

    Published 2024
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  19. 19
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

    Published 2024
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  20. 20
    Average relative error of τ<sub><i>i</i></sub>.

    Average relative error of τ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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