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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
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Showing 2,561 - 2,580 results of 21,342 for search '(( significant decrease decrease ) OR ( significantly ((alter decrease) OR (greater decrease)) ))', query time: 0.50s Refine Results
  1. 2561
    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. 2562
    <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. 2563
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  4. 2564
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  5. 2565
    Concrete joint specimens with the same morphology.

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

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  6. 2566
    Test results under the UNLCSL path.

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

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  7. 2567
    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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  8. 2568
    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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  9. 2569
    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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  10. 2570
    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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  11. 2571
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  12. 2572
    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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  13. 2573
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  14. 2574
    Relationship between peak shear displacement and normal stress.

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

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  15. 2575
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  16. 2576
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  17. 2577
    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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  18. 2578
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  19. 2579
    Preparation process of concrete joint specimens.

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

    Published 2024
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  20. 2580
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

    Published 2024
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