OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. حسب Zhezhe Zhang (19704587)

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<i>JRC</i> values of concrete joint specimens of each group. حسب Zhezhe Zhang (19704587)

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Fig 20 - حسب Zhezhe Zhang (19704587)

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Fig 16 - حسب Zhezhe Zhang (19704587)

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

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Unloading direct shear test results of concrete joints under three stress paths. حسب Zhezhe Zhang (19704587)

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Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path. حسب Zhezhe Zhang (19704587)

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Fig 25 - حسب Zhezhe Zhang (19704587)

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

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

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Fig 26 - حسب Zhezhe Zhang (19704587)

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

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Fig 28 - حسب Zhezhe Zhang (19704587)

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Fig 17 - حسب Zhezhe Zhang (19704587)

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

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Example of LDF recording during post-occlusive reactive hyperemia (PORH). حسب Robert Trybulski (10998702)

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The relationship between pre-peak shear stiffness and <i>JRC</i>, normal stress. حسب Zhezhe Zhang (19704587)

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Fig 10 - حسب Zhezhe Zhang (19704587)

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Fig 9 - حسب Zhezhe Zhang (19704587)

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Failure modes of joint surfaces under different τ₁of group C specimens under the UNLCSL path. حسب Zhezhe Zhang (19704587)

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