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Showing 561 - 580 results of 21,342 for search '(( ((significance step) OR (significance test)) decrease ) OR ( significant decrease decrease ))', query time: 0.63s Refine Results
  1. 561
    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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  2. 562
    Fig 24 -

    Fig 24 - by Zhezhe Zhang (19704587)

    Published 2024
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  3. 563
    Specimen packaging process.

    Specimen packaging process. by Zhezhe Zhang (19704587)

    Published 2024
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  4. 564
    Fig 5 -

    Fig 5 - by Zhezhe Zhang (19704587)

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  5. 565
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

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  6. 566
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

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  7. 567
    Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens.

    Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens. by Zhezhe Zhang (19704587)

    Published 2024
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  8. 568
    Basic mechanical parameters of concrete specimens.

    Basic mechanical parameters of concrete specimens. by Zhezhe Zhang (19704587)

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  9. 569
    Fig 19 -

    Fig 19 - by Zhezhe Zhang (19704587)

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  10. 570
    Fig 8 -

    Fig 8 - by Zhezhe Zhang (19704587)

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  11. 571
    Percentage reduction of shear strength parameters.

    Percentage reduction of shear strength parameters. by Zhezhe Zhang (19704587)

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  12. 572
    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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  13. 573
    The error between test and simulation results.

    The error between test and simulation results. by Shan Gao (46743)

    Published 2024
    “…The study reveals that during the left-to-right cutting of the rock, the gyration platform experiences significant stress, with the high dynamic stress focus primarily concentrated at the bolt holes connected to the rotary bearings. …”
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  14. 574
    Test device and process.

    Test device and process. by Wen Wang (6570)

    Published 2025
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  15. 575
    Comparison of experimental and numerical results.

    Comparison of experimental and numerical results. by Hanqiu Wang (13204812)

    Published 2025
    “…The results show that the mechanical parameters of the composite decrease with the rise of loading rate, and the decrease reaches the maximum when the mortar strength is M20. …”
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  16. 576
    Relationships between crack initiation.

    Relationships between crack initiation. by Hanqiu Wang (13204812)

    Published 2025
    “…The results show that the mechanical parameters of the composite decrease with the rise of loading rate, and the decrease reaches the maximum when the mortar strength is M20. …”
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  17. 577
    Fitting parameters of damage model.

    Fitting parameters of damage model. by Hanqiu Wang (13204812)

    Published 2025
    “…The results show that the mechanical parameters of the composite decrease with the rise of loading rate, and the decrease reaches the maximum when the mortar strength is M20. …”
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  18. 578
    Fitting Stress-Strain Curves of M20 Specimen.

    Fitting Stress-Strain Curves of M20 Specimen. by Hanqiu Wang (13204812)

    Published 2025
    “…The results show that the mechanical parameters of the composite decrease with the rise of loading rate, and the decrease reaches the maximum when the mortar strength is M20. …”
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  19. 579
    Numerical model for mortar-sandstone specimen.

    Numerical model for mortar-sandstone specimen. by Hanqiu Wang (13204812)

    Published 2025
    “…The results show that the mechanical parameters of the composite decrease with the rise of loading rate, and the decrease reaches the maximum when the mortar strength is M20. …”
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  20. 580
    Failure Modes of M20 Specimens.

    Failure Modes of M20 Specimens. by Hanqiu Wang (13204812)

    Published 2025
    “…The results show that the mechanical parameters of the composite decrease with the rise of loading rate, and the decrease reaches the maximum when the mortar strength is M20. …”
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