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Showing 61 - 80 results of 1,973 for search '(( significantly vary decrease ) OR ( significantly smaller decrease ))', query time: 0.37s Refine Results
  1. 61
    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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  2. 62
    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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  3. 63
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  4. 64
    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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  5. 65
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  6. 66
    Relationship between peak shear displacement and normal stress.

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

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  7. 67
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  8. 68
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  9. 69
    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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  10. 70
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  11. 71
    Preparation process of concrete joint specimens.

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

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  12. 72
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  13. 73
    Fig 18 in each curve fitting results.

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

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  14. 74
    Fig 29 in each curve fitting results.

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

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  15. 75
    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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  16. 76
    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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  17. 77
    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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  18. 78
    Fig 10 -

    Fig 10 - by Zhezhe Zhang (19704587)

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  19. 79
    Fig 9 -

    Fig 9 - by Zhezhe Zhang (19704587)

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  20. 80
    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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