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significant main » significant gap (Expand Search), significant amount (Expand Search), significant cause (Expand Search)
linear decrease » linear increase (Expand Search)
main decrease » gain decreased (Expand Search), mean decrease (Expand Search), point decrease (Expand Search)
nn decrease » _ decrease (Expand Search), a decrease (Expand Search), mean decrease (Expand Search)
Showing 261 - 280 results of 2,907 for search '(( significantly ((linear decrease) OR (nn decrease)) ) OR ( significant main decrease ))', query time: 0.46s Refine Results
  1. 261
    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. 262
    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. 263
    <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. 264
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  5. 265
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  6. 266
    Concrete joint specimens with the same morphology.

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

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  7. 267
    Test results under the UNLCSL path.

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

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  8. 268
    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. 269
    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. 270
    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. 271
    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. 272
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  13. 273
    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. 274
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  15. 275
    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. 276
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  17. 277
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  18. 278
    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. 279
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  20. 280
    Preparation process of concrete joint specimens.

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

    Published 2024
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