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significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (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 601 - 620 results of 12,734 for search '(( significantly increased decrease ) OR ( significance ((nn decrease) OR (teer decrease)) ))', query time: 0.29s Refine Results
  1. 601
    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)

    Published 2024
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  2. 602
    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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  3. 603
    <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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  4. 604
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  5. 605
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  6. 606
    Concrete joint specimens with the same morphology.

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

    Published 2024
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  7. 607
    Test results under the UNLCSL path.

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

    Published 2024
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  8. 608
    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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  9. 609
    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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  10. 610
    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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  11. 611
    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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  12. 612
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  13. 613
    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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  14. 614
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  15. 615
    Relationship between peak shear displacement and normal stress.

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

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  16. 616
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  17. 617
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  18. 618
    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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  19. 619
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  20. 620
    Preparation process of concrete joint specimens.

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

    Published 2024
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