Model monitoring points and units coordinates. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

ROC curves for hub genes. حسب Jiyong Zhang (2498740)

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Test soil parameters. حسب Yonggang Huang (223155)

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Differences in immune infiltration between NAFLD and control groups. حسب Jiyong Zhang (2498740)

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Swelling pressure versus free swelling ratio curve. حسب Yonggang Huang (223155)

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Shematic representation for the mechanism of the swelling pressure: (a)soil without added fiber; (b)soil with added fiber. حسب Yonggang Huang (223155)

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

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UHMWPF parameters. حسب Yonggang Huang (223155)

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The test results of swelling pressure of reinforced expansive soil. حسب Yonggang Huang (223155)

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

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Sampling point (Source: حسب Yonggang Huang (223155)

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Enrichment Analysis Based on Ferroptosis-Related Differentially Expressed Genes. حسب Jiyong Zhang (2498740)

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Correlation between hub genes and 50 hallmark signaling pathways. حسب Jiyong Zhang (2498740)

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ROC curves for hub genes. حسب Jiyong Zhang (2498740)

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Intersection genes obtained from the PPI network and PPI network analysis of intersection genes. colored circles represent genes. حسب Jiyong Zhang (2498740)

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Expression profile heatmaps of key genes in gene sets. حسب Jiyong Zhang (2498740)

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

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Construction of the WGCNA Co-expression Network. حسب Jiyong Zhang (2498740)

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

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

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