OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. 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 28 - حسب Zhezhe Zhang (19704587)

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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 19 - حسب Zhezhe Zhang (19704587)

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Fig 8 - حسب Zhezhe Zhang (19704587)

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Fig 20 - 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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Fig 26 - حسب Zhezhe Zhang (19704587)

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Fig 5 - حسب Zhezhe Zhang (19704587)

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The fasting-refeeding regimen increased Akt phosphorylation. حسب Tucker Hopkins (20790529)

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

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

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

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Test scheme. حسب Zhezhe Zhang (19704587)

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

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

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Cohesion correction coefficient. حسب Zhezhe Zhang (19704587)

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