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Showing 241 - 260 results of 21,342 for search '(( significant estimates decrease ) OR ( significant decrease decrease ))', query time: 0.41s Refine Results
  1. 241
    Concrete joint specimens with the same morphology.

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

    Published 2024
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  2. 242
    Test results under the UNLCSL path.

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

    Published 2024
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  3. 243
    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)

    Published 2024
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  4. 244
    Average relative error of τ<sub><i>i</i></sub>.

    Average relative error of τ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  5. 245
    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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  6. 246
    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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  7. 247
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  8. 248
    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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  9. 249
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  10. 250
    Relationship between peak shear displacement and normal stress.

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

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  11. 251
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  12. 252
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  13. 253
    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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  14. 254
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  15. 255
    Preparation process of concrete joint specimens.

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

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  16. 256
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  17. 257
    Fig 18 in each curve fitting results.

    Fig 18 in each curve fitting results. by Zhezhe Zhang (19704587)

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  18. 258
    Fig 29 in each curve fitting results.

    Fig 29 in each curve fitting results. by Zhezhe Zhang (19704587)

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  19. 259
    Fig 9(b) in the straight-line fitting results.

    Fig 9(b) in the straight-line fitting results. by Zhezhe Zhang (19704587)

    Published 2024
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  20. 260
    The relationship between pre-peak shear stiffness and <i>JRC</i>, normal stress.

    The relationship between pre-peak shear stiffness and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

    Published 2024
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