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Showing 661 - 680 results of 21,342 for search '(( ((significant decrease) OR (significant increase)) decrease ) OR ( significant 17 decrease ))', query time: 0.65s Refine Results
  1. 661
    Basic mechanical parameters of concrete specimens.

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

    Published 2024
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  2. 662
    Percentage reduction of shear strength parameters.

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

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  3. 663
    <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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  4. 664
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  5. 665
    Concrete joint specimens with the same morphology.

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

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  6. 666
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  7. 667
    Comparison strength of the path of CNL and UNLCSL.

    Comparison strength of the path of CNL and UNLCSL. by Zhezhe Zhang (19704587)

    Published 2024
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  8. 668
    Relationship between peak shear displacement and normal stress.

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

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  9. 669
    Fig 9 -

    Fig 9 - by Zhezhe Zhang (19704587)

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  10. 670
    Fig 24 -

    Fig 24 - by Zhezhe Zhang (19704587)

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  11. 671
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

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  12. 672
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

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  13. 673
    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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  14. 674
    The relationship between residual shear strength and <i>JRC</i>, normal stress.

    The relationship between residual shear strength and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

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  15. 675
    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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  16. 676
    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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  17. 677
    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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  18. 678
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  19. 679
    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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  20. 680
    Fig 10 -

    Fig 10 - by Zhezhe Zhang (19704587)

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