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significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
less decrease » mean decrease (Expand Search), teer decrease (Expand Search), we decrease (Expand Search)
nn decrease » _ decrease (Expand Search), a decrease (Expand Search), mean decrease (Expand Search)
Showing 741 - 760 results of 13,232 for search '(( significantly ((less decrease) OR (nn decrease)) ) OR ( significantly increased decrease ))', query time: 0.39s Refine Results
  1. 741
    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)

    Published 2024
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  2. 742
    <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)

    Published 2024
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  3. 743
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  4. 744
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  5. 745
    Concrete joint specimens with the same morphology.

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

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  6. 746
    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. 747
    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. 748
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  9. 749
    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. 750
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  11. 751
    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. 752
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  13. 753
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  14. 754
    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. 755
    Fig 10 -

    Fig 10 - by Zhezhe Zhang (19704587)

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  16. 756
    Fig 9 -

    Fig 9 - by Zhezhe Zhang (19704587)

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  17. 757
    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. 758
    Fig 24 -

    Fig 24 - by Zhezhe Zhang (19704587)

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  19. 759
    Fig 5 -

    Fig 5 - by Zhezhe Zhang (19704587)

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  20. 760
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

    Published 2024
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