The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope | Zendy

Sven Krabbenhøft | Zendy; Johan Clausen | Zendy; Lars Damkilde | Zendy

Open Access

The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope

Author(s) -

Sven Krabbenhøft,

Johan Clausen,

Lars Damkilde

Publication year - 2012

Publication title -

advances in civil engineering

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.379

H-Index - 25

eISSN - 1687-8094

pISSN - 1687-8086

DOI - 10.1155/2012/947276

Subject(s) - foundation (evidence) , envelope (radar) , bearing capacity , nonlinear system , geotechnical engineering , structural engineering , series (stratigraphy) , finite element method , yield (engineering) , computer simulation , bearing (navigation) , stress (linguistics) , mathematics , mechanics , engineering , geology , materials science , law , computer science , physics , composite material , telecommunications , paleontology , radar , linguistics , philosophy , quantum mechanics , artificial intelligence , political science

This paper presents the results of a series of triaxial tests with dry sand at confining pressures varying from 1.5 kPa to 100 kPa at relative densities of 0.20, 0.59, and 0.84. The results, which are in reasonable accordance with an equation given by Bolton, show that the friction angle is strongly dependent on the stress level and on the basis of the test results, a nonlinear Mohr failure criterion has been proposed. This yield criterion has been implemented in a finite element program and an analysis of the bearing capacity of a circular shaped model foundation, diameter 100 mm, has been conducted. Comparisons have been made with results from 1g model scale tests with a foundation of similar size and a good agreement between numerical results and test results has been found.

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