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Experimental study on negative skin friction characteristics of double-sleeve pile. [PDF]

Sci Rep
Lu W, Yang C, Xianpeng L, Zhihua C, Zhichao N.   +4 more
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Performance of Pile Cap Foundation with Respect to Cap Rigidity

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Analysis of the pile-to-cap connection of pile caps on two steel piles – An experimental and numerical study

Engineering Structures, 2022
Abstract The objective of this research was to study the mechanical behavior of pile caps on two steel piles submitted to centered loading with different arrangements of the connection between pile and pile cap, as well as evaluate analytical models found in the technical literature. A numerical analysis of a pile cap on two steel piles was performed
Rodrigo Gustavo Delalibera
exaly   +2 more sources

CFD investigation of the cap effects on wave loads on piles for the pile-cap foundation

Ocean Engineering, 2019
Abstract The cap effects on the wave forces acting on the piles underneath the cap are important for the estimation of the wave loads on the elevated pile-cap foundations of sea-crossing bridges. Full scale 3-dimensional numerical simulations are carried out for large square caps with piles placed at different locations underneath.
Wanli Yang
exaly   +2 more sources

Integrated assessment of the hydrodynamic added mass of the deep-water pile-cap foundation considering pile group - pile cap interaction

Ocean Engineering, 2022
Jiarui Zhang, Kai Wei
exaly   +2 more sources

The relevance of the pile-soil and pile heads-pile cap coupling assumptions in the dynamic response of a pile-cap system

When simulating the response of buildings on piled foundations due to ground vibration, the coupling conditions between the piles, the soil and the building structure may have an important effect on the results. In this paper, the significance of the coupling conditions between the piles and the soil, as well as the interaction assumptions adopted to ...
Conto Quispe, Kenny Fernando, Arcos Villamarín, Robert, Clot Razquin, Arnau, Liravi, Hassan   +3 more
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Pile Cap-Pile Group-Soil Interaction

Journal of the Structural Division, 1981
A numerical procedure based on the finite element method is proposed for the analysis of structural systems composed of beam-column (pile), plate (cap) and nonlinear springs (soil). It integrates one-and two-dimensional idealizations for these components in order to obtain an approximation to the three-dimensional problem.
Chandrakant S. Desai, Ahmad R. Alameddine, Thangavelu Kuppusamy   +2 more
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The Problem of Pile Group–Pile Cap Interaction

Géotechnique, 1971
Synopsis The Paper presents an elastic analysis of two problems concerning the interaction with the supporting ground of an arbitrarily spaced group of piles, embedded in a smooth ground contacting pile cap of any shape, namely the load displacement behaviour of the system and the load distribution between the piles in the group and the cap.
R. Butterfield, P.K. Banerjee
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Deep Pile Cap with Tension Piles

SP-273: Further Examples for the Design of Structural Concrete with Strut-and-Tie Models, 2010
Deep pile-caps are commonly used in structures. Two approaches, sectional design and Strut-and-Tie Model (STM) design are presented in this paper for designing deep pile-caps under a combination of axial load, shear, and moment that produces tension in some piles.
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