Analytical Method Used to Calculate Pile Foundations with the Widening Up on a Horizontal Static Impact

International Conference on Construction, Architecture and Technosphere Safety 2017

土木建筑工程

Kupchikova, N.V.^1 ; Kurbatskiy, E.N.^2

Department of Technology, Organization and Construction Expertise, Property Management, Astrakhan Institute of Civil Engineering, Tatishcheva Str., 18, Astrakhan

414056, Russia^1

Department of Bridges and Tunnels, Moscow State University of Railway Engineering, 9b9 Obrazcova Street, Moscow

127994, Russia^2

关键词: Analytical method;    Analytical research;    Calculation results;    Comparative analysis;    End-wall;    Finite functions;    Pre-cast;    Precast piles;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/262/1/012102/pdf
DOI  :  10.1088/1757-899X/262/1/012102

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

This paper presents a methodology for the analytical research solutions for the work pile foundations with surface broadening and inclined side faces in the ground array, based on the properties of Fourier transform of finite functions. The comparative analysis of the calculation results using the suggested method for prismatic piles, piles with surface broadening prismatic with precast piles and end walls with precast wedges on the surface is described.