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significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
Showing 2,941 - 2,960 results of 19,550 for search '(( significantly ((a decrease) OR (teer decrease)) ) OR ( significantly increased decrease ))', query time: 0.67s Refine Results
  1. 2941
    Changes in mineral composition of unweathered and weathered sandstones.

    Changes in mineral composition of unweathered and weathered sandstones. by Dong Feng (5375471)

    Published 2025
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  2. 2942
    Three-dimensional topography of concrete joints.

    Three-dimensional topography of concrete joints. by Zhezhe Zhang (19704587)

    Published 2024
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  3. 2943
    <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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  4. 2944
    Concrete joint specimens with the same morphology.

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

    Published 2024
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  5. 2945
    Test results under the UNLCSL path.

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

    Published 2024
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  6. 2946
    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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  7. 2947
    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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  8. 2948
    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
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  9. 2949
    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
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  10. 2950
    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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  11. 2951
    Relationship between peak shear displacement and normal stress.

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

    Published 2024
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  12. 2952
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

    Published 2024
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  13. 2953
    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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  14. 2954
    Preparation process of concrete joint specimens.

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

    Published 2024
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  15. 2955
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

    Published 2024
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  16. 2956
    Fig 18 in each curve fitting results.

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

    Published 2024
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  17. 2957
    Fig 29 in each curve fitting results.

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

    Published 2024
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  18. 2958
    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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  19. 2959
    The relationship between Δσ<sub>n</sub> and τ<sub>1</sub>, <i>JRC</i>.

    The relationship between Δσ<sub>n</sub> and τ<sub>1</sub>, <i>JRC</i>. by Zhezhe Zhang (19704587)

    Published 2024
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  20. 2960
    Failure modes of joint surfaces under different τ<sub>1</sub>of group C specimens under the UNLCSL path.

    Failure modes of joint surfaces under different τ<sub>1</sub>of group C specimens under the UNLCSL path. by Zhezhe Zhang (19704587)

    Published 2024
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