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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
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Showing 1,781 - 1,800 results of 21,342 for search '(( significant decrease decrease ) OR ( significantly onto decrease ))', query time: 0.41s Refine Results
  1. 1781
    <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)

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  2. 1782
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  3. 1783
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  4. 1784
    Concrete joint specimens with the same morphology.

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

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  5. 1785
    Test results under the UNLCSL path.

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

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  6. 1786
    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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  7. 1787
    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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  8. 1788
    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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  9. 1789
    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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  10. 1790
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  11. 1791
    Means, standard deviations, and inferential statistics for the outcomes in the three conditions tested.

    Means, standard deviations, and inferential statistics for the outcomes in the three conditions tested. by Robert Trybulski (10998702)

    Published 2025
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  12. 1792
    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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  13. 1793
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  14. 1794
    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. 1795
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  16. 1796
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  17. 1797
    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. 1798
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  19. 1799
    Preparation process of concrete joint specimens.

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

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  20. 1800
    Leg Stabilization During Measurements arterial occlusion pressure.

    Leg Stabilization During Measurements arterial occlusion pressure. by Robert Trybulski (10998702)

    Published 2025
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