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 5 - 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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CONSORT 2025 Flow Diagram [70]. حسب Robert Trybulski (10998702)

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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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Sociodemographic Characteristics of Sample 2. حسب Aistė Ambrasė (22505574)

"…We also found that the mean agreement with the IB-DE subscale decreased after the pandemic. …"

English and German versions of OUS. حسب Aistė Ambrasė (22505574)

"…We also found that the mean agreement with the IB-DE subscale decreased after the pandemic. …"