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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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... by 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... by Robert Trybulski (10998702)

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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%. …”

DSR test results. 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%. …”

Raw data 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%. …”