Effect of soil properties on the response of pile to underground explosion

• المؤلفون الرئيسيون: Jayasinghe, Laddu Bhagya, Thambiratnam, David, Perera, Nimal J., Jayasooriya, Ruwan
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2015
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/97958; http://hdl.handle.net/10220/25635

This paper develops and presents a fully coupled nonlinear finite element (FE) procedure to treat the response of piles to ground shocks induced by underground explosions. The Arbitrary Lagrange Euler coupling formulation is used in the study with proper state material parameters and equations. Pile...