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Showing 21 - 40 results of 332 for search 'significantly smaller decrease', query time: 0.19s Refine Results
  1. 21
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  2. 22
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  3. 23
    Concrete joint specimens with the same morphology.

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

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  4. 24
    Test results under the UNLCSL path.

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

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  5. 25
    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)

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  6. 26
    Average relative error of τ<sub><i>i</i></sub>.

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

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  7. 27
    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)

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  8. 28
    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)

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  9. 29
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  10. 30
    Comparison strength of the path of CNL and UNLCSL.

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

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  11. 31
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  12. 32
    Relationship between peak shear displacement and normal stress.

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

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  13. 33
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  14. 34
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  15. 35
    Average relative error of τ<sub><i>i</i></sub>.

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

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  16. 36
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  17. 37
    Preparation process of concrete joint specimens.

    Preparation process of concrete joint specimens. by Zhezhe Zhang (19704587)

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  18. 38
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  19. 39
    Fig 18 in each curve fitting results.

    Fig 18 in each curve fitting results. by Zhezhe Zhang (19704587)

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  20. 40
    Fig 29 in each curve fitting results.

    Fig 29 in each curve fitting results. by Zhezhe Zhang (19704587)

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