Correlation diagram of each parameter in each group. حسب Neng Pan (5262032)

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Recruitment process. حسب Neng Pan (5262032)

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Comparison of post-experimental outcome measures. حسب Neng Pan (5262032)

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Distribution of population at final time (left) and change in mean MSI at final time (right) from simulations across 1000 parameter sets when weevils are absent (red) and with weev... حسب Alexandra M. Campbell (3284094)

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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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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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