Effects of physical modeling boundary conditions on the responses of 3× 3 pile groups to liquefaction induced lateral spreading
In this research, 1 g shake table experiments were conducted to evaluate the effects of
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …
[PDF][PDF] 3-Dimensional Numerical Modelling of Pile Group Response to Liquefaction-induced Lateral Spreading
A Kavand, AS Meibodi - Amirkabir Journal of Civil Engineering, 2020 - ceej.aut.ac.ir
In this paper, a 3D coupled soil-water finite element analysis is undertaken to simulate the
behavior of a pile group subjected to liquefaction-induced lateral spreading. The results …
behavior of a pile group subjected to liquefaction-induced lateral spreading. The results …
Different Aspects of the Effects of Liquefaction-Induced Lateral Spreading on Piles, Physical Modelling
SM Haeri - Conference on Performance-based Design in …, 2022 - Springer
Devastating pile failures due to liquefaction induced lateral spreading during or after major
earthquakes in gently sloping ground or level grounds with free end, especially the pile …
earthquakes in gently sloping ground or level grounds with free end, especially the pile …