Abstract
A universal method of analyzing tapered piles under the combined action of a horizontal, vertical, and moment loading is developed using the finite-element method and with consideration of their bending stiffness. It is derived on the basis of experimental data that the coefficient of subgrade reaction varies as a function of the horizontal displacement of the pile and the depth of the layer under consideration. Procedures are proposed for determination of the coefficient of subgrade reaction on the basis of data from static probing and for consideration of the non-linearity of the deformation of the soil bed and pile material, which makes it possible to calculate the “load-displacement” curve.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
