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significantly smaller » significantly higher (Expand Search), significantly lower (Expand Search), significantly greater (Expand Search)
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Showing 101 - 120 results of 4,690 for search '(( significantly smaller decrease ) OR ( significantly impact decrease ))*', query time: 0.34s Refine Results
  1. 101
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  2. 102
    Fig 18 in each curve fitting results.

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

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  3. 103
    Fig 29 in each curve fitting results.

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

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  4. 104
    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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  5. 105
    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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  6. 106
    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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  7. 107
    Fig 10 -

    Fig 10 - by Zhezhe Zhang (19704587)

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  8. 108
    Fig 9 -

    Fig 9 - by Zhezhe Zhang (19704587)

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  9. 109
    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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  10. 110
    Fig 24 -

    Fig 24 - by Zhezhe Zhang (19704587)

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  11. 111
    Specimen packaging process.

    Specimen packaging process. by Zhezhe Zhang (19704587)

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  12. 112
    Fig 5 -

    Fig 5 - by Zhezhe Zhang (19704587)

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  13. 113
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

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  14. 114
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

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  15. 115
    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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  16. 116
    Basic mechanical parameters of concrete specimens.

    Basic mechanical parameters of concrete specimens. by Zhezhe Zhang (19704587)

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  17. 117
    Fig 19 -

    Fig 19 - by Zhezhe Zhang (19704587)

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  18. 118
    Fig 8 -

    Fig 8 - by Zhezhe Zhang (19704587)

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  19. 119
    Percentage reduction of shear strength parameters.

    Percentage reduction of shear strength parameters. by Zhezhe Zhang (19704587)

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  20. 120
    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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