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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Fig 28 - 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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Fig 17 - 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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Fig 18 in each curve fitting results. حسب Zhezhe Zhang (19704587)

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Fig 29 in each curve fitting results. حسب Zhezhe Zhang (19704587)

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Fig 9(b) in the straight-line fitting results. 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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The relationship between Δσ_n and τ₁, <i>JRC</i>. 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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