Soil particle simulation model. by Xueting Ma (390540)

“…The effects of these variables are analyzed through the response surface method. …”

Multi-factor experimental results. by Xueting Ma (390540)

“…The effects of these variables are analyzed through the response surface method. …”

Frequency-displacement curve. by Xueting Ma (390540)

“…The effects of these variables are analyzed through the response surface method. …”

Bonding bonds between soil particles. by Xueting Ma (390540)

“…The effects of these variables are analyzed through the response surface method. …”

Test factor coding. by Xueting Ma (390540)

“…The effects of these variables are analyzed through the response surface method. …”

Displacement of soil particles in y direction. by Xueting Ma (390540)

“…The effects of these variables are analyzed through the response surface method. …”

Frame structure and key dimensions. by Xueting Ma (390540)

“…The effects of these variables are analyzed through the response surface method. …”

NS affects lipid transport in ApoE^-/-mouse models. by Yihua Wang (491766)

Loading mode. by Maogang Tian (21485116)

“…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. …”

Illustrative examples of our study. by Mustafa Tuşat (21094179)

Model and meshes. by Maogang Tian (21485116)

“…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 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 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 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 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 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 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. …”

Location of monitored piles. by Maogang Tian (21485116)

“…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. …”

Axial force in the pressure zone. by Maogang Tian (21485116)

“…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-soil interaction. by Maogang Tian (21485116)

“…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. …”