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significantly smaller » significantly higher (Expand Search), significantly lower (Expand Search), significantly greater (Expand Search)
smaller decrease » small decrease (Expand Search), marked decrease (Expand Search), smaller areas (Expand Search)
shape decrease » shape increases (Expand Search), small decrease (Expand Search), step decrease (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
Showing 61 - 80 results of 959 for search '(( significantly smaller decrease ) OR ( significant ((shape decrease) OR (teer decrease)) ))', query time: 0.45s Refine Results
  1. 61
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  2. 62
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  3. 63
    Concrete joint specimens with the same morphology.

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

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  4. 64
    Test results under the UNLCSL path.

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

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  5. 65
    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. 66
    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. 67
    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. 68
    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. 69
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  10. 70
    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. 71
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  12. 72
    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. 73
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  14. 74
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  15. 75
    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. 76
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  17. 77
    Preparation process of concrete joint specimens.

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

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  18. 78
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  19. 79
    Fig 18 in each curve fitting results.

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

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  20. 80
    Fig 29 in each curve fitting results.

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

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