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Showing 481 - 500 results of 21,342 for search '(( significant decrease decrease ) OR ( ((significant main) OR (significant cause)) decrease ))*', query time: 0.57s Refine Results
  1. 481
    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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  2. 482
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  3. 483
    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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  4. 484
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  5. 485
    Relationship between peak shear displacement and normal stress.

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

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  6. 486
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  7. 487
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  8. 488
    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)

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  9. 489
    Fig 10 -

    Fig 10 - by Zhezhe Zhang (19704587)

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  10. 490
    Fig 9 -

    Fig 9 - by Zhezhe Zhang (19704587)

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  11. 491
    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)

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  12. 492
    Fig 24 -

    Fig 24 - by Zhezhe Zhang (19704587)

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  13. 493
    Fig 5 -

    Fig 5 - by Zhezhe Zhang (19704587)

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  14. 494
    Fig 15 -

    Fig 15 - by Zhezhe Zhang (19704587)

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  15. 495
    Fig 23 -

    Fig 23 - by Zhezhe Zhang (19704587)

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  16. 496
    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)

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  17. 497
    Basic mechanical parameters of concrete specimens.

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

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  18. 498
    Fig 19 -

    Fig 19 - by Zhezhe Zhang (19704587)

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  19. 499
    Fig 8 -

    Fig 8 - by Zhezhe Zhang (19704587)

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  20. 500
    Percentage reduction of shear strength parameters.

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

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