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

الموضوعات:

Experimental Design. حسب Quan Shen (37564)

الموضوعات:

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

الموضوعات:

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

الموضوعات:

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

الموضوعات:

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

الموضوعات:

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

الموضوعات:

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

الموضوعات:

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

الموضوعات:

Effect of the cannabis extracts on the accumulation of scavenger receptors. حسب 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. حسب Kam Pui Tam (19746865)

Loading mode. حسب 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. حسب Longjun Pu (20685717)

Model and meshes. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. …"