Bearing capacity of strip foundations with structural skirts

Research output: Contribution to journalArticle

14 Citations (Scopus)

Abstract

A modified bearing capacity equation is proposed for skirted strip foundations on dense sand. A series of tests on foundation models were carried out to study the factors that affect the bearing capacity of foundations with skirts. Several factors including foundation base friction, skirt depth, skirt side roughness, skirt stiffness and soil compressibility were studied and incorporated in the equation. The results obtained from the proposed equation were compared with the results obtained from Terzaghi, Meyerhof, Hansen and Vesic bearing capacity equations for foundations without skirt. Comparison shows that the use of structural skirts can improve the bearing capacity by a factor of 1.5 to 3.9 depending on the geometrical and structural properties of the skirts and foundation, soil characteristics and interface conditions of the soil-skirt-foundation system.

Original languageEnglish
Pages (from-to)43-57
Number of pages15
JournalGeotechnical and Geological Engineering
Volume22
Issue number1
DOIs
Publication statusPublished - 2004

Fingerprint

Bearing capacity
bearing capacity
compressibility
soil
Soils
roughness
friction
stiffness
soil quality
sand
Compressibility
Structural properties
Sand
Surface roughness
Stiffness
Friction
testing

Keywords

  • Bearing capacity
  • Dense sand
  • Skirt factor
  • Strip foundation

ASJC Scopus subject areas

  • Architecture
  • Geotechnical Engineering and Engineering Geology
  • Soil Science
  • Geology

Cite this

Bearing capacity of strip foundations with structural skirts. / Al-Aghbari, M. Y.; Mohamedzein, Y. E.A.

In: Geotechnical and Geological Engineering, Vol. 22, No. 1, 2004, p. 43-57.

Research output: Contribution to journalArticle

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