Research On Rigid Cap Thickness Of Pile Foundation For Overhead Transmission Line Cap
- DOI
- 10.2991/978-94-6463-449-5_15How to use a DOI?
- Keywords
- Cap Pile; Rigid cap; Theoretical analysis; Finite element
- Abstract
One of the basic assumptions in the calculation and design of the internal force of cap pile is the rigid cap. The current national standard and standard only require the structure of cap thickness but not the stiffness. With the increase of the number of piles and the width of caps, the pile foundation of overhead transmission line can not meet the requirements of rigid caps only according to the structural requirements, which is unsafe for cap design. In this paper, the calculation method of rigid cap thickness is derived theoretically, and the Midas finite element method is used for numerical simulation. The requirement of rigid cap thickness is obtained by analyzing the deformation of cap and the change law of pile top reaction, and the theoretical calculation formula is compared and verified. The research results of this paper provide some basis and help for the theoretical analysis of rigid cap and the design of cap pile.
- Copyright
- © 2024 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Qing Zhang AU - Jing Zhao AU - Jianjiang Xie AU - Yaping Ge AU - Chuang Wang PY - 2024 DA - 2024/06/30 TI - Research On Rigid Cap Thickness Of Pile Foundation For Overhead Transmission Line Cap BT - Proceedings of the 2024 8th International Conference on Civil Architecture and Structural Engineering (ICCASE 2024) PB - Atlantis Press SP - 152 EP - 164 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-449-5_15 DO - 10.2991/978-94-6463-449-5_15 ID - Zhang2024 ER -