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significant main » significant gap (Expand Search), significant amount (Expand Search), significant cause (Expand Search)
main decrease » gain decreased (Expand Search), mean decrease (Expand Search), point decrease (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
nn decrease » _ decrease (Expand Search), a decrease (Expand Search), mean decrease (Expand Search)
Showing 101 - 120 results of 1,759 for search '(( significant main decrease ) OR ( significant ((nn decrease) OR (teer decrease)) ))', query time: 0.47s Refine Results
  1. 101
    <i>JRC</i> values of concrete joint specimens of each group.

    <i>JRC</i> values of concrete joint specimens of each group. by Zhezhe Zhang (19704587)

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  2. 102
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  3. 103
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  4. 104
    Concrete joint specimens with the same morphology.

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

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  5. 105
    Test results under the UNLCSL path.

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

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  6. 106
    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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  7. 107
    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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  8. 108
    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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  9. 109
    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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  10. 110
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  11. 111
    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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  12. 112
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  13. 113
    Relationship between peak shear displacement and normal stress.

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

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  14. 114
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  15. 115
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  16. 116
    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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  17. 117
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  18. 118
    Preparation process of concrete joint specimens.

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

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  19. 119
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  20. 120
    Fig 18 in each curve fitting results.

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

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