Finite Element Investigations on the Interaction between a Pile and Swelling Clay

Engineering

• Tensiles 100%
• Internals 100%
• Finite Element Method 100%
• Pile Diameter 50%
• Surrounding Soil 50%
• Interface Strength 50%
• Concrete Pile 50%
• Stress Peak 50%
• Belts 50%
• Ultimate Tensile Strength 50%
• Cohesive Soil 50%

Keyphrases

• Finite Element Study 100%
• Swelling Clay 100%
• Vertical Stress 66%
• Concrete Tensile Strength 33%
• Concrete piles 33%
• Stress Peak 33%
• Weak Zone 33%
• Circular Concrete 33%
• Interface Strength 33%