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A platform for research: civil engineering, architecture and urbanism
Design of Piles Subjected to Cyclic Axial Loading
This chapter gives an overview of the different approaches available for designing piles subjected to cyclic axial loading. The behavior of piles under cyclic axial loading is, to a large extent, controlled by the response of the shaft except for very short piles. For moderately long to long piles, cyclic degradation begins at the top of the pile and propagates downwards by means of a process that relates to the pile‐soil relative stiffness. The simulation of the behavior under cyclic loading of foundations in general and of piles in particular can be envisaged by the finite element method (FEM). The SOLCYP approach for non‐cohesive soils focuses on the fundamental trait of the observations relative to the soil‐structure direct‐shear constant normal stiffness (CNS) tests: the cyclic degradation essentially results from the gradual reduction of the normal effective stress over the course of the cycles.
Design of Piles Subjected to Cyclic Axial Loading
This chapter gives an overview of the different approaches available for designing piles subjected to cyclic axial loading. The behavior of piles under cyclic axial loading is, to a large extent, controlled by the response of the shaft except for very short piles. For moderately long to long piles, cyclic degradation begins at the top of the pile and propagates downwards by means of a process that relates to the pile‐soil relative stiffness. The simulation of the behavior under cyclic loading of foundations in general and of piles in particular can be envisaged by the finite element method (FEM). The SOLCYP approach for non‐cohesive soils focuses on the fundamental trait of the observations relative to the soil‐structure direct‐shear constant normal stiffness (CNS) tests: the cyclic degradation essentially results from the gradual reduction of the normal effective stress over the course of the cycles.
Design of Piles Subjected to Cyclic Axial Loading
Puech, Alain (editor) / Garnier, Jacques (editor)
Design of Piles Under Cyclic Loading ; 177-231
2017-11-30
55 pages
Article/Chapter (Book)
Electronic Resource
English
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