A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Previous content discusses calculation of the ground limit load and has stated that the limit load is the maximum load for the ground to bear and distribution forms of the limit load in field failure mode are determined. Actually, major factors for determining the ground limit load are two: One is load boundary condition of the foundation bottom (e.g., \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$ \tan \delta $$\end{document}) as well as surface shape of and load (hereinafter referred to as edge load) on the ground on both sides of the foundation; the other is relevant characteristics of the ground soil such as distribution of soil layer and the strength index.
Previous content discusses calculation of the ground limit load and has stated that the limit load is the maximum load for the ground to bear and distribution forms of the limit load in field failure mode are determined. Actually, major factors for determining the ground limit load are two: One is load boundary condition of the foundation bottom (e.g., \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$ \tan \delta $$\end{document}) as well as surface shape of and load (hereinafter referred to as edge load) on the ground on both sides of the foundation; the other is relevant characteristics of the ground soil such as distribution of soil layer and the strength index.
Ground Bearing Capacity
Huang, Chuanzhi (author)
Limit Analysis Theory of the Soil Mass and Its Application ; Chapter: 9 ; 311-361
2020-01-03
51 pages
Article/Chapter (Book)
Electronic Resource
English
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