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Showing 261 - 280 results of 5,501 for search 'significantly improves decrease', query time: 0.19s Refine Results
  1. 261
    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. 262
    <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. 263
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  4. 264
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  5. 265
    Concrete joint specimens with the same morphology.

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

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  6. 266
    Test results under the UNLCSL path.

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

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  7. 267
    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. 268
    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. 269
    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. 270
    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. 271
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  12. 272
    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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  13. 273
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  14. 274
    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. 275
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  16. 276
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  17. 277
    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. 278
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  19. 279
    Preparation process of concrete joint specimens.

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

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  20. 280
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

    Published 2024
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