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significantly smaller » significantly lower (Expand Search), significantly greater (Expand Search), significantly better (Expand Search)
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Showing 81 - 100 results of 4,911 for search '(( significantly smaller decrease ) OR ( significantly higher decrease ))', query time: 0.24s Refine Results
  1. 81
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  2. 82
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  3. 83
    Concrete joint specimens with the same morphology.

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

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  4. 84
    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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  5. 85
    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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  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
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  12. 92
    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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  13. 93
    Fig 10 -

    Fig 10 - by Zhezhe Zhang (19704587)

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  14. 94
    Fig 9 -

    Fig 9 - by Zhezhe Zhang (19704587)

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  15. 95
    Failure modes of joint surfaces under different τ<sub>1</sub>of group C specimens under the UNLCSL path.

    Failure modes of joint surfaces under different τ<sub>1</sub>of group C specimens under the UNLCSL path. by Zhezhe Zhang (19704587)

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  16. 96
    Fig 24 -

    Fig 24 - by Zhezhe Zhang (19704587)

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  17. 97
    Fig 5 -

    Fig 5 - by Zhezhe Zhang (19704587)

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  18. 98
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

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  19. 99
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

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  20. 100
    Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens.

    Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens. by Zhezhe Zhang (19704587)

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