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significantly linked » significantly longer (Expand Search), significantly altered (Expand Search), significantly higher (Expand Search)
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Showing 81 - 100 results of 2,393 for search '(( significantly linked decrease ) OR ( significantly ((smaller decrease) OR (larger decrease)) ))', query time: 0.45s Refine Results
  1. 81
    Test results under the UNLCSL path.

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

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  2. 82
    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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  3. 83
    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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  4. 84
    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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  5. 85
    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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  6. 86
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  7. 87
    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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  8. 88
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  9. 89
    Relationship between peak shear displacement and normal stress.

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

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  10. 90
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  11. 91
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  12. 92
    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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  13. 93
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  14. 94
    Preparation process of concrete joint specimens.

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

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  15. 95
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  16. 96
    Fig 18 in each curve fitting results.

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

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  17. 97
    Fig 29 in each curve fitting results.

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

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  18. 98
    Fig 9(b) in the straight-line fitting results.

    Fig 9(b) in the straight-line fitting results. by Zhezhe Zhang (19704587)

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  19. 99
    The relationship between pre-peak shear stiffness and <i>JRC</i>, normal stress.

    The relationship between pre-peak shear stiffness and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

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  20. 100
    The relationship between Δσ<sub>n</sub> and τ<sub>1</sub>, <i>JRC</i>.

    The relationship between Δσ<sub>n</sub> and τ<sub>1</sub>, <i>JRC</i>. by Zhezhe Zhang (19704587)

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