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EPSRC Reference: GR/L75498/01
Title: ANALYSING THE BEHAVIOUR OF FOOTINGS ON SAND USING AN ADVANCED CONSTITUTIVE SOIL MODEL
Principal Investigator: Woodward, Professor PK
Other Investigators:
Researcher Co-Investigators:
Project Partners:
Department: Sch of the Built Environment
Organisation: Heriot-Watt University
Scheme: Standard Research (Pre-FEC)
Starts: 01 July 1998 Ends: 31 December 1999 Value (£): 53,178
EPSRC Research Topic Classifications:
Ground Engineering Oil & Gas Extraction
EPSRC Industrial Sector Classifications:
No relevance to Underpinning Sectors
Related Grants:
Panel History:  
Summary on Grant Application Form
It is accepted that the capacity factor N(gamma) decreases with increasing width of foundation. This reduction is not proposed in the work of Terzaghi (14), Brinch-Hansen (15) or Vesic (17) as recommended in BS 8004 and Eurocode 7 (Part 1). Several reasons have been suggested for this phenomena, namely, (i) effect of higher foundation pressures reducing the friction angle, (ii) progressive failure producing a grain size effect across the shear band, (iii) preloading of the foundation & (iv) non-uniformities of density within the soil. Settlement predictions are based on allowable bearing pressures and are calculated using elasticity theory or experimental observations. This project will use a kinematic non-linear elastic plastic constitutive soil model to assess the effect of the foundation width on the predicted engineering behaviour of foundations on granular soils. The model has been previously calibrated to Nevada sand and has been shown to give accurate simulations of material behaviour under a variety of different stress paths. The project will perform finite element analyses to assess the effect of the initial density, pressure dependance of the friction angle and strain softening with increases in foundation width.
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Organisation Website: http://www.hw.ac.uk