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Structural behaviour of three-pile caps subjected to axial compressive loading
(SPRINGER, 2008)
This work presents a comparative analysis about the behaviour of pile caps supported by 3 piles subjected to axial loading. Piles with 20 cm and 30 cm diameters were analysed. The main reinforcement was maintained in all ...
Structural behaviour of three-pile caps subjected to axial compressive loading
(Springer, 2008-01-01)
This work presents a comparative analysis about the behaviour of pile caps supported by 3 piles subjected to axial loading. Piles with 20 cm and 30 cm diameters were analysed. The main reinforcement was maintained in all ...
Structural behaviour of three-pile caps subjected to axial compressive loading
(Springer, 2008-01-01)
This work presents a comparative analysis about the behaviour of pile caps supported by 3 piles subjected to axial loading. Piles with 20 cm and 30 cm diameters were analysed. The main reinforcement was maintained in all ...
Structural behaviour of three-pile caps subjected to axial compressive loading
(SpringerDordrechtHolanda, 2008)
Desenvolvimento de planilha eletrônica para dimensionamento de blocos rígidos de fundação sobre estacas
(Universidade Federal de Santa MariaBrasilUFSMCentro de Tecnologia, 2022-02-03)
This undergraduate thesis presentes the elaboration of a digital spreadsheet on Excel for sizing rigid foundation blocks in reinforced concrete. First we introduce the subject about foundations in general, exposing it’s ...
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 ...
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 ...
Grupos de pilotes sometidos a carga lateral
(Universidad Nacional de ColombiaBogotá - Ingeniería - Maestría en Ingeniería - GeotecniaFacultad de IngenieríaBogotá - ColombiaUniversidad Nacional de Colombia - Sede Bogotá, 2023-01-30)
En este trabajo final de maestría se implementó el método de elementos finitos con el fin
de estudiar la influencia que ejerce un pilote sometido a carga lateral sobre los pilotes
adyacentes en un grupo, para esto se ...
Elaboração de software educacional para dimensionamento de blocos sobre estacas cilíndricas verticais por métodos semiempíricos que utilizam o SPT
(Universidade Tecnológica Federal do ParanáCampo MouraoBrasilDepartamento Acadêmico de Construção CivilEngenharia CivilUTFPR, 2017-06-21)
The soil heterogeneity brings with it uncertainties about its mechanical behavior when requested by the structure. Therefore, theoretical formulation and semi-empirical methods were elaborated to predict the load capacity ...