Search alternatives:
significantly smaller » significantly higher (Expand Search), significantly lower (Expand Search), significantly greater (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
smaller decrease » small decrease (Expand Search), marked decrease (Expand Search), smaller areas (Expand Search)
Showing 21 - 40 results of 332 for search '(( significant decrease decrease ) OR ( significantly smaller decrease ))~', query time: 0.37s Refine Results
  1. 21
    <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
    Subjects:
    Save to List
    Saved in:
  2. 22
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  3. 23
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  4. 24
    Concrete joint specimens with the same morphology.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  5. 25
    Test results under the UNLCSL path.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  6. 26
    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
    Subjects:
    Save to List
    Saved in:
  7. 27
    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
    Subjects:
    Save to List
    Saved in:
  8. 28
    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)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  9. 29
    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)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  10. 30
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  11. 31
    Comparison strength of the path of CNL and UNLCSL.

    Comparison strength of the path of CNL and UNLCSL. by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  12. 32
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  13. 33
    Relationship between peak shear displacement and normal stress.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  14. 34
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  15. 35
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  16. 36
    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
    Subjects:
    Save to List
    Saved in:
  17. 37
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  18. 38
    Preparation process of concrete joint specimens.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  19. 39
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  20. 40
    Fig 18 in each curve fitting results.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:

Search Tools: