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Showing 101 - 120 results of 1,155 for search '(( significantly smaller decrease ) OR ( significantly ((larger decrease) OR (largest decrease)) ))', query time: 0.51s Refine Results
  1. 101
    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line.

    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. by Zhezhe Zhang (19704587)

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  2. 102
    <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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  3. 103
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  4. 104
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  5. 105
    Concrete joint specimens with the same morphology.

    Concrete joint specimens with the same morphology. 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
    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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  8. 108
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  9. 109
    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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  10. 110
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  11. 111
    Relationship between peak shear displacement and normal stress.

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

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  12. 112
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  13. 113
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  14. 114
    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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  15. 115
    Fig 10 -

    Fig 10 - by Zhezhe Zhang (19704587)

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  16. 116
    Fig 9 -

    Fig 9 - by Zhezhe Zhang (19704587)

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  17. 117
    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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  18. 118
    Fig 24 -

    Fig 24 - by Zhezhe Zhang (19704587)

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  19. 119
    Fig 5 -

    Fig 5 - by Zhezhe Zhang (19704587)

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  20. 120
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

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