Estimated coefficients based on the selected model in Table 4. حسب Luis Alberiko Gil-Alana (14659817)

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Estimated coefficients based on the selected model in Table 3. حسب Luis Alberiko Gil-Alana (14659817)

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

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The relationship between residual shear strength and <i>JRC</i>, normal stress. حسب Zhezhe Zhang (19704587)

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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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Test results under the UNLCSL path. 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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Average relative error of τ_<i>i</i>. 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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Relationship between τ_<i>i</i> and σ_<i>i</i>. 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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