Allowable Soil Bearing Pressure

  • Chester I. DuncanJr.
Chapter

Abstract

It is very difficult to accurately predict the way in which a footing will respond to the loads imposed upon it. There are many intangibles, not the least of which is that an earth mass is rarely homogeneous. Even the thick beds of sand and gravel found along most of the coastlines are not truly homogeneous. Soils are almost invariably mixed-grained, with each material imparting its own individual characteristics to the mass. Soils may also be layered, with each layer having different characteristics and responding differently to the loads to which it is subjected.

Keywords

Internal Friction Void Ratio Unconfined Compression Strength Standard Penetration Test Ultimate Bearing Capacity 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer Science+Business Media New York 1992

Authors and Affiliations

  • Chester I. DuncanJr.
    • 1
  1. 1.The University of Texas at ArlingtonUSA

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