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

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Fig 9(b) in the straight-line fitting results. by Zhezhe Zhang (19704587)

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The relationship between pre-peak shear stiffness and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

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The relationship between Δσ_n and τ₁, <i>JRC</i>. by Zhezhe Zhang (19704587)

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Fig 10 - by Zhezhe Zhang (19704587)

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Fig 9 - by Zhezhe Zhang (19704587)

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Failure modes of joint surfaces under different τ₁of group C specimens under the UNLCSL path. by Zhezhe Zhang (19704587)

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Fig 24 - by Zhezhe Zhang (19704587)

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Specimen packaging process. by Zhezhe Zhang (19704587)

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Fig 5 - by Zhezhe Zhang (19704587)

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Fig 15 - by Zhezhe Zhang (19704587)

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Fig 23 - by Zhezhe Zhang (19704587)

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

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CONSORT 2025 Flow Diagram [70]. by Robert Trybulski (10998702)

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Basic mechanical parameters of concrete specimens. by Zhezhe Zhang (19704587)

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Fig 19 - by Zhezhe Zhang (19704587)

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Fig 8 - by Zhezhe Zhang (19704587)

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Percentage reduction of shear strength parameters. by Zhezhe Zhang (19704587)

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Relationship between τ_<i>i</i> and σ_<i>i</i>. by Zhezhe Zhang (19704587)

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Results of rutting test. by Xiaoyan Liu (158152)

“…Experimental results demonstrated that after thermal-oxidative and wet-dry cycle aging at 60°C and 70°C, the performance indices of SBS-modified asphalt with different additive contents deteriorated significantly. Specifically, the penetration ratio decreased by an average of 29.1%, the ductility ratio declined by 14.6%, and the softening point ratio increased by 60.3%. …”