Path analysis diagram illustrating the associations between alexithymia, social support, anticipated stigma and patient satisfaction, with their respective correlation coefficients... حسب Keya Bibikar (22386306)

Test soil parameters. حسب Yonggang Huang (223155)

"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"

Influence of UHMWPE length on swelling pressure. حسب Yonggang Huang (223155)

"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"

UHMWPF parameters. حسب Yonggang Huang (223155)

"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"

Influence of UHMWPE content on swelling pressure. حسب Yonggang Huang (223155)

"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"

Soil partice-size distribution. حسب Yonggang Huang (223155)

"…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …"

The variation of creep strain of rock samples with different dip angles of double fissures with stress level. حسب Dengke Yang (842532)

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Clusters of creep curves under different freeze-thaw cycles. حسب Dengke Yang (842532)

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Graded loading creep stress loading level. حسب Dengke Yang (842532)

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Schematic diagram of rock samples. حسب Dengke Yang (842532)

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Creep failure mode and sketch map of slow-step fractured rock. حسب Dengke Yang (842532)

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Creep failure mode and sketch map of slow-slow fractured rock. حسب Dengke Yang (842532)

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Creep curve clusters of rock samples with different fracture dip angles. حسب Dengke Yang (842532)

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Creep long-term strength of intact rock samples under different freeze-thaw cycles. حسب Dengke Yang (842532)

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Raw creep-test data for double-fractured rock samples under freeze-thaw cycles. حسب Dengke Yang (842532)

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The variation of creep strain with the number of freeze-thaw cycles. حسب Dengke Yang (842532)

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The variation of instantaneous strain of rock samples with different dip angles of double fissures with stress level. حسب Dengke Yang (842532)

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Mean values of physical parameters of rock samples. حسب Dengke Yang (842532)

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Creep failure mode and sketch map of step-step fractured rock. حسب Dengke Yang (842532)

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Creep failure morphology and sketch map of intact rock. حسب Dengke Yang (842532)

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