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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Fig 24 - حسب Zhezhe Zhang (19704587)

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Specimen packaging process. حسب Zhezhe Zhang (19704587)

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Fig 15 - حسب Zhezhe Zhang (19704587)

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Fig 23 - حسب Zhezhe Zhang (19704587)

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Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens. حسب Zhezhe Zhang (19704587)

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Basic mechanical parameters of concrete specimens. 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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Percentage reduction of shear strength parameters. 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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Lower quartile of district towns evaluated by the SD-TOPSIS technique ‐ combination of A, B1, B1 and C1. حسب Roman Vavrek (13200141)

Effect of contraction mode on pH. حسب Luke R. Arieta (10517126)