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significantly estimated » significantly mitigated (Expand Search), significant estimates (Expand Search), significantly overestimated (Expand Search)
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Showing 181 - 200 results of 21,342 for search '(( significant decrease decrease ) OR ( significantly estimated decrease ))', query time: 0.29s Refine Results
  1. 181
    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. 182
    <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. 183
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  4. 184
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  5. 185
    Concrete joint specimens with the same morphology.

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

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  6. 186
    Test results under the UNLCSL path.

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

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  7. 187
    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. 188
    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. 189
    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. 190
    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. 191
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  12. 192
    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. 193
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  14. 194
    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. 195
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  16. 196
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  17. 197
    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. 198
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  19. 199
    Preparation process of concrete joint specimens.

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

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  20. 200
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

    Published 2024
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