Circumferential stress nephogram of ABR pipe. by Changxi Shan (22493205)

“…The circumferential stress of the ABR pipe increased with the growth of internal pressure and traffic load, and the influence of internal pressure was significantly higher than that of traffic load. Additionally, with the increased pipe diameter to thickness ratio, the circumferential stress of the ABR pipe was significantly decreased. …”

Mohr-Coulomb strength theory model. by Changxi Shan (22493205)

“…The circumferential stress of the ABR pipe increased with the growth of internal pressure and traffic load, and the influence of internal pressure was significantly higher than that of traffic load. Additionally, with the increased pipe diameter to thickness ratio, the circumferential stress of the ABR pipe was significantly decreased. …”

The performance parameters of ABR pipe. by Changxi Shan (22493205)

“…The circumferential stress of the ABR pipe increased with the growth of internal pressure and traffic load, and the influence of internal pressure was significantly higher than that of traffic load. Additionally, with the increased pipe diameter to thickness ratio, the circumferential stress of the ABR pipe was significantly decreased. …”

Effects of traffic loading on buried ABR pipe. by Changxi Shan (22493205)

“…The circumferential stress of the ABR pipe increased with the growth of internal pressure and traffic load, and the influence of internal pressure was significantly higher than that of traffic load. Additionally, with the increased pipe diameter to thickness ratio, the circumferential stress of the ABR pipe was significantly decreased. …”

Relevant parameters fitted by Pei model. by YongHe Liu (20477123)

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Performance index of fly ash. by YongHe Liu (20477123)

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Total energy and elastic strain energy under different conditions. by Yongsheng Liu (142720)

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Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under −3 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... by YongHe Liu (20477123)

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Relationship curves fitted by Pei model: (a) standard curing; (b) 5 °C curing; (c) −3 °C. by YongHe Liu (20477123)

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Mass loss rate of marble under different chemical environments and dry-wet cycle conditions. by Yongsheng Liu (142720)

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Cardiovascular-kidney-metabolic syndrome-related Age-Adjusted Mortality Rates per 1,000,000, Stratified by age groups in Adults in the United States, 1999 to 2020. by Aman Goyal (19231397)

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Stress-strain curves. by Yongsheng Liu (142720)

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Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under 5 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... by YongHe Liu (20477123)

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Performance index of mineral powder. by YongHe Liu (20477123)

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Relevant parameters fitted by Bai model. by YongHe Liu (20477123)

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Variation of MLR of concrete under three curing conditions after F–T: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. by YongHe Liu (20477123)

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Relationship between <i>β</i>₁ and <i>β</i>₂ and compressive strength. by YongHe Liu (20477123)

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Dissipated energy ratio. by Yongsheng Liu (142720)

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Mass damage rate under different pH values and dry-wet cycles. by Yongsheng Liu (142720)

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Concrete mix proportions. by YongHe Liu (20477123)

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