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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. ...
Parâmetros geotécnicos e previsão da capacidade de carga de estacas apiloadas em solo tropical arenoso obtidos com o Pressiômetro Ménard
(2005-01-01)
This paper presents and discusses Ménard Pressuremeter test results used to predict bearing capacity of pounded piles installed in a tropical sandy soil. Fifteen pre-bored pressuremeter tests were carried out at the ...
Parâmetros geotécnicos e previsão da capacidade de carga de estacas apiloadas em solo tropical arenoso obtidos com o Pressiômetro Ménard
(2005-01-01)
This paper presents and discusses Ménard Pressuremeter test results used to predict bearing capacity of pounded piles installed in a tropical sandy soil. Fifteen pre-bored pressuremeter tests were carried out at the ...
Análise paramétrica de grupos de estacas helicoidais à tração
(Universidade Federal do Rio Grande do NorteBrasilUFRNEngenharia Civil, 2018-02-28)
Helical piles have advantages over other foundations systems, like high productivity and the possibility of receiving loads immediately after installation. These piles can be integrated into reaction systems for static ...
Static earth pressures on a pile supported excavation in Santiago gravel
(2019)
Concrete soldier piles anchored in multiple levels are the most common method for supporting deep excavations in gravel. Their static design is based on limit equilibrium principles, although these procedures were originally ...
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 ...
Relationship between installation torque and uplift capacity of deep helical piles in sand
(CANADIAN SCIENCE PUBLISHING, NRC RESEARCH PRESS, 2010)
Le facteur empirique de correlation du torque K(T), qui represente la capacite de soulevement du torque d`installation de pieux helicoidaux, est generalement utilise comme instrument de controle de la qualite sur le terrain ...