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Showing 281 - 300 results of 21,342 for search '(( significant decrease decrease ) OR ( significant ((main decrease) OR (linear decrease)) ))*', query time: 0.49s Refine Results
  1. 281
    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. 282
    Test results under the UNLCSL path.

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

    Published 2024
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  3. 283
    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. 284
    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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  5. 285
    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. 286
    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. 287
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  8. 288
    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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  9. 289
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  10. 290
    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. 291
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  12. 292
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  13. 293
    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. 294
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  15. 295
    Preparation process of concrete joint specimens.

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

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  16. 296
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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  17. 297
    Fig 18 in each curve fitting results.

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

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  18. 298
    Fig 29 in each curve fitting results.

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

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  19. 299
    Fig 9(b) in the straight-line fitting results.

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

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  20. 300
    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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