THE EFFECTS OF GRAVITY ON THE BEARING CAPACITY OF COHESIONLESS SOILS.

Abstract

In this study the effect of gravity on the strength of cohesionless soils is investigated. In particular, the effect of gravity on the bearing capacity of footings on cohesionless soils is considered. Coulomb's equation for shearing strength and Terzaghi's bearing capacity theory are analyzed to determine theoretically the influence of gravity. Penetrometer experiments were performed on six soil models under gravity forces of 0, 0.168, 1, and 2 times that of the earth using an Air Force KC-135 jet aircraft. The experimental results show that the ultimate bearing capacity of cohesionless soils is directly proportional to the gravity field. This is the result predicted on the basis of Terzaghi's bearing capacity theory. (Author)

Document Details

Document Type
Technical Report
Publication Date
Aug 01, 1964
Accession Number
AD0610227

Entities

People

  • Cornelius Joseph Higgins
  • James Edward Lynch

Organizations

  • Air Force Institute of Technology

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Air Force
  • Aircrafts
  • Bearing Capacity
  • Cohesionless Soils
  • Equations
  • Jet Aircraft
  • Models
  • Penetrometers
  • Soil Models
  • Soils

Readers

  • Geotechnical Engineering.
  • Tribology (the study of the boundary interaction between sliding surfaces, lubrication, wear and friction).