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 results of mediating mechanism test. حسب Le Zhu (1771669)

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Balance test results. حسب Le Zhu (1771669)

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Variables. حسب Le Zhu (1771669)

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Results of the parallel trend test. حسب Le Zhu (1771669)

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Results of the exclusion of other policies. حسب Le Zhu (1771669)

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Results of robustness tests. حسب Le Zhu (1771669)

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Descriptive statistical of variables. حسب Le Zhu (1771669)

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The results of Bootstrap Method and Sobel Test. حسب Le Zhu (1771669)

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Impact of the NAMR on CSR dimensions (E, S, G). حسب Le Zhu (1771669)

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Placebo test. حسب Le Zhu (1771669)

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Baseline regression results. حسب Le Zhu (1771669)

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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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