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Behaviour of displacement piles in sand under cyclic axial loading
(JAPANESE GEOTECHNICAL SOCTOKYO, 2012)
Field experiments have demonstrated that piles driven into sand can respond to axial cyclic loading in Stable, Unstable or Meta-Stable ways, depending on the combinations of mean and cyclic loads and the number of cycles. ...
Analysis of lateral loading of pile groups using embedded beam elements with interaction surface
(John Wiley & Sons Ltd, 2019-01)
The numerical simulation of soil-pile interaction problems, by means of full 3Dfinite element models, involves a large number of degrees of freedom (DOF)and difficulties during the mesh generation process. In order to ...
Three dimensional elasto-plastic interface for embedded beam elements with interaction surface for the analysis of lateral loading of piles
(John Wiley & Sons Ltd, 2017-04)
This paper presents a numerical formulation for a three dimensional elasto-plastic interface, which can be coupled with an embedded beam element in order to model its non-linear interaction with the surrounding solid medium. ...
Analytical solution for the soil-structure interaction of a non-uniform section pile on non-homogeneous soil conditions
(Universidad Nacional de ColombiaMedellín - Minas - Maestría en Ingeniería - GeotecniaFacultad de MinasMedellín, ColombiaUniversidad Nacional de Colombia - Sede Medellín, 2022-12)
Non-prismatic piles are typically used in cases where large lateral loads must be resisted.
In many applications, these elements are implemented in partially and fully-embedded
layered soils to improve the load transfer ...
Influence of Soil-Pile-Structure Interaction on Seismic Response of Reinforced Concrete Buildings
(SpringerDE, 2023)
It is well known that Peru is located in one of the most active seismic zones in the world and seismic design is a primary concern. Building constructions has increased in Peru during the last few years, especially on the ...
Comportamiento de pilotes cargados lateralmente en un medio que endurece por deformación
(Universidad Nacional de ColombiaBogotá - Ingeniería - Maestría en Ingeniería - GeotecniaDepartamento de Ingeniería Civil y AgrícolaFacultad de IngenieríaBogotá, ColombiaUniversidad Nacional de Colombia - Sede Bogotá, 2021-07-07)
Este documento describe el comportamiento de un pilote cargado lateralmente en un medio que endurece por deformación, lo cual se evalúa a través del Modelo Constitutivo Hardening Soil y la implementación de un método ...
An approach for 2D modelling of laterally loaded piles
(Japanese Geotechnical SocietyJapan, 2023)
Numerical combination for nonlinear analysis of structures coupled to layered soils
(ASSOCIAÇÃO BRASILEIRA DE CIÊNCIAS MECÂNICASRIO DE JANEIRO, 2012)
This paper presents an alternative coupling strategy between the Boundary Element Method (BEM) and the Finite Element Method (FEM) in order to create a computational code for the analysis of geometrical nonlinear 2D frames ...