Brief Report
Dec 1973
Vertical Stress Chart for Rigid Circular Foundations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 12
Abstract
Vertical stresses in soil mechanics and foundation engineering are of interest in settlement analyses of soils, for checking overstressed zones in soil and in evaluating bearing capacity of rigid, circular pier foundations and piles based on a prescribed magnitude of tolerable settlement. This note presentes a method to facilitate a quick assessment of vertical normal spatial stresses in soil along the center line from a rigid circular foundation placed on the ground surface.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 12 • December 1973
Pages: 1196 - 1201
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Dec 1973
Published online: Feb 12, 2021
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Authors
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Alfreds R. Jumikis, F.ASCE
Prof. of Soil Mech. and Foundation Engrg., Rutgers Univ., New Brunswick, N.J.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.