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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Mean values and 95% confidence intervals for recovery time, Average NN Interval (AVNN); Standard Deviation of NN Intervals (SDNN), Low Frequency/ High Frequency Ratio (LF/HF); and... حسب Robert Trybulski (10998702)

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Mean values and 95% confidence intervals for resting flow, arterial occlusion pressure (AOP), biological zero, reactive hyperemia (RHmax), and time to peak across the three conditi... حسب Robert Trybulski (10998702)

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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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