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Lateral Cyclic Loading of Sand-Installed Piles
Soils and Foundations, 2007 The present study was conducted to examine the behaviour of instrumented flexible piles in dry sand under lateral cyclic loading using centrifuged models. Considering load service conditions, the influence of the number of cycles of their amplitude and of the soil density on the pile cap displacement and the maximum bending moment of the pile is ...
Rosquoet, Frédéric +3 more
openaire +3 more sources
A Continuum-Based Model for Analysis of Laterally Loaded Piles in Layered Soils [PDF]
, 2009 An analysis is developed to calculate the response of laterally loaded piles in multilayered elastic media. The displacement fields in the analysis are taken to be the products of independent functions that vary in the vertical, radial and ...
Salgado, Rodrigo +2 more
core +1 more source
Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading
Advances in Civil Engineering, 2018 In this paper, a method is developed for nonlinear analysis of laterally loaded long-flexible pile near undrained clay slope. The ideal elastic-plastic p-y curve model is used as the basic calculation model to study the pile-soil interaction system.
Chong Jiang, Yu Li, Lin Liu, Hang Lin
doaj +1 more source
Reduction Factors for Laterally Loaded Pile Groups Accounting for Pile Cross Sections and Soil Properties [PDF]
Civil Engineering Infrastructures Journal, 2022 P-y analysis approach is among the most widely used methods implemented for simulating the pile behavior under lateral loading. To obtain the p-y curve of a pile group, that of a single pile should be modified by a group reduction factor which is ...
Amir Talebi, Ali Derakhshani
doaj +1 more source
Pile heat exchangers: thermal behaviour and interactions [PDF]
, 2013 Thermal piles – that is structural foundation piles also used as heat exchangers as part of a ground energy system – are increasingly being adopted for their contribution to more sustainable energy strategies for new buildings.
Loveridge, F.A. +3 more
core +1 more source
Model Uncertainty for Displacement Prediction for Laterally Loaded Piles on Granular Fill
Applied Sciences, 2020 Engineers are often concerned with the capability of a particular mathematical model to simulate a real-scale phenomenon. Model uncertainty is a relevant issue in order to assess the safety factor of a particular structure.
Manuel Bueno Aguado +2 more
doaj +1 more source
Enhancement of The Behaviour of Laterally Loaded Vertical Piles Embedded in Clayey Soil [PDF]
Journal of Engineering Research - Egypt, 2019 One of the most important problems is the construction on a soft clay soil, which extends over many areas in Egypt, Construction on a soft clay soil requires the use of deep foundations.
Marwan Shahin +3 more
doaj +1 more source
Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response
The Scientific World Journal, 2014 Using a series of model tests, this study investigated the effect of a passive pile on 3D ground deformation around a laterally loaded pile and on that laterally loaded pile’s response in sand. The active pile head was subjected to lateral loads, and the
Bingxiang Yuan +4 more
doaj +1 more source
Static Design for Laterally Loaded Rigid Monopiles in Cohesive Soil
Journal of Marine Science and Engineering, 2023 Rigid monopiles with small slenderness ratios (i.e., ratio of monopile embedded length to outer diameter) are widely used as foundations to resist lateral load and moment transferred from superstructures, e.g., large diameter steel pipes used by offshore
Ruping Luo +4 more
doaj +1 more source
Seismic soil-structure interaction for pile supported systems [PDF]
, 2009 Civil engineering structures involve structural elements with direct contact with ground. When the external actions, such as earthquakes, act on these systems, neither the structural displacements nor the ground displacements, are independent of each ...
Di Laora, Raffaele
core +1 more source