Analysis For Force And Deformation Of The Pile And Wall Interaction Based On Three Methods

International Conference on Manufacturing Technology, Materials and Chemical Engineering

机械制造;材料科学;化学工业

Yi, Tao^1,2,3,4 ; Zhang, Lijuan^1,2,3,4 ; Wen, Zhongyi^4,5,6

School of Civil and Transportation Engineering, Guangdong University of Technology, China^1

Guangzhou University City, No.100 Waihuan West Road, Panyu District Guangzhou

510006, China^2

Funded by the Natural Science Foundation of Guangdong Province, China^3

Guangzhou Science and Technology Plan Project Funding, China^4

Guangzhou Urban Planning and Design Survey Research Institute, China^5

Pearl River International Building, No. 10-12 Jianshe Da Ma Road, Yuexiu District Guangzhou

510006, China^6

关键词: Basement exterior wall;    Comparative analysis;    Deep foundations;    Engineering applications;    Engineering economy;    Equivalent beams;    Horizontal earth pressure;    Interaction structures;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/392/2/022012/pdf
DOI  :  10.1088/1757-899X/392/2/022012

学科分类：材料科学（综合）

来源: IOP

【 摘 要 】

This paper adopts: 1. Li Zheng deep foundation software; 2. Equivalent Beam Method; 3. Midas GTS NX. As to the study of pile-wall interaction structure, how to distribute the horizontal load based on the three methods. The results of comparative analysis show that there are consistency in the distribution discipline and trend of bending moment diagram and shear diagram obtained by the three methods. The piles in row bear most of the horizontal earth pressure and the basement exterior wall can reduce the thickness. In addition, the technology has a wonderful engineering economy and can provide reference for future engineering applications.