Published November 1, 2017
| Version v1
Journal article
Analytical Method Used to Calculate Pile Foundations with the Widening Up on a Horizontal Static Impact
Creators
- 1. Department of Technology, Organization and Construction Expertise, Property Management, Astrakhan Institute of Civil Engineering, 18, Tatishcheva Str., Astrakhan 414056 (Russian Federation)
- 2. Department of Bridges and Tunnels, Moscow State University of Railway Engineering, 9b9 Obrazcova Street, Moscow 127994 (Russian Federation)
Description
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. (paper)
Availability note (English)
Available from http://dx.doi.org/10.1088/1757-899X/262/1/012102Additional details
Identifiers
Publishing Information
- Journal Title
- IOP Conference Series. Materials Science and Engineering (Online)
- Journal Volume
- 262
- Journal Issue
- 1
- Journal Page Range
- [7 p.]
- ISSN
- 1757-899X
Conference
- Title
- International Conference on Construction, Architecture and Technosphere Safety
- Acronym
- ICCATS 2017
- Dates
- 21-22 Sep 2017
- Place
- Chelyabinsk (Russian Federation)
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 52061633
- Subject category
- S42: ENGINEERING;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- CIVIL ENGINEERING; CONSTRUCTION; FOUNDATIONS; FOURIER TRANSFORMATION; WALLS
- Descriptors DEC
- ENGINEERING; INTEGRAL TRANSFORMATIONS; MECHANICAL STRUCTURES; SUPPORTS; TRANSFORMATIONS