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Showing 461 - 480 results of 21,342 for search '(( significantly increases decrease ) OR ( significant decrease decrease ))', query time: 0.43s Refine Results
  1. 461
    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. 462
    <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. 463
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  4. 464
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  5. 465
    Concrete joint specimens with the same morphology.

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

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  6. 466
    Test results under the UNLCSL path.

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

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  7. 467
    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. 468
    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. 469
    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. 470
    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. 471
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  12. 472
    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. 473
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  14. 474
    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. 475
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  16. 476
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  17. 477
    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. 478
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  19. 479
    Preparation process of concrete joint specimens.

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

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  20. 480
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

    Published 2024
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