Roadyes-modified red clay water content limits. by Quan Shen (37564)

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Compressive strain of improved red clay at 1600 kPa. by Quan Shen (37564)

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<i>e-lgp</i> curve of improved red clay. by Quan Shen (37564)

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Effect of three substances on clay shear strength. by Quan Shen (37564)

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Influence of Roadyes on red clay shear strength. by Quan Shen (37564)

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Particle size distribution curve. by Quan Shen (37564)

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Comparison of serum vitamin D and calcium levels in patients with stable and unstable intertrochanteric fractures included in this study. by Kamran Alijanpour (20314706)

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Microscopic examination of M07 adhesion to Caco-2 cells (400x). by Guoqing Meng (4669774)

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Compressibility modulus of improved red clay. by Quan Shen (37564)

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Viability of M07 after co-incubation with GI fluid (Log CFU/mL). by Guoqing Meng (4669774)

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Experimental Design. by Quan Shen (37564)

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Compressive strain of improved red clay. by Quan Shen (37564)

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Unconfined Compressive Strength of Improved Red Clay. by Quan Shen (37564)

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Schematic of the OVA-induced asthma mouse model protocol. by Guoqing Meng (4669774)

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Field Site of Red Clay Subgrade Diseases in Zhuzhou. by Quan Shen (37564)

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EMI of 0.25% Roadyes-treated red clay after failure. by Quan Shen (37564)

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Levels of pro- and anti-inflammatory cytokines in BALF. by Guoqing Meng (4669774)

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Representative sections of HE-stained lung tissue from different groups under light microscopy(400X). by Guoqing Meng (4669774)

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Loading mode. by Maogang Tian (21485116)

“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Model and meshes. by Maogang Tian (21485116)

“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”