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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Effect of the cannabis extracts on the accumulation of scavenger receptors. by Bruno Musetti (9527085)

G1 cell cycle arrest and sub-G1 population induced by bortezomib/venetoclax were stronger in sLCL expressing BHRF-1, EBNA-3C, LMP-1 and NOXA. by Kam Pui Tam (19746865)

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. …”

Disruption of <i>shk-1</i> increases susceptibility to bacterial pathogens. by Longjun Pu (20685717)

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. …”

Shearing forces in the tension zone. 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. …”

Pile foundation section. 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. …”

Shearing force in the pressure zone. 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. …”

Strain-stress maps of vertical pile foundation. 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. …”

Displacement-inclination variation graph. 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. …”

Soil modeling and mechanical parameters. 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. …”