Vertical Stress Chart for Rigid Circular Foundationsby Alfreds R. Jumikis, (F.ASCE), Prof. of Soil Mech. and Foundation Engrg.; Rutgers Univ., New Brunswick, NJ,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1973, Vol. 99, Issue 12, Pg. 1196-1201
Document Type: Journal Paper
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.
Subject Headings: Foundations | Vertical loads | Soil settlement | Soil stress | Soil analysis | Foundation settlement | Pile settlement | Drilled pier foundations
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