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

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

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

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Average relative error of τ_<i>i</i>. by 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. by Zhezhe Zhang (19704587)

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Relationship between τ_<i>i</i> and σ_<i>i</i>. by Zhezhe Zhang (19704587)

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Fig 25 - by Zhezhe Zhang (19704587)

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

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

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Fig 26 - by Zhezhe Zhang (19704587)

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

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Fig 28 - by Zhezhe Zhang (19704587)

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Test scheme. by Zhezhe Zhang (19704587)

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Average relative error of τ_<i>i</i>. by Zhezhe Zhang (19704587)

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Fig 17 - by Zhezhe Zhang (19704587)

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

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

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Cohesion correction coefficient. by Zhezhe Zhang (19704587)

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

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

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