Research Article
Jul 1972
Embankment Construction on Yielding Sea Bottom
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 98, Issue 7
Abstract
Results are included from four construction sites, i.e., two loading piers, one runway extension into the sea, and one solar evaporation scheme. In these cases, soil rupture in the foundation was firstly predicted and then observed and recorded during construction. Subsurface conditions at each of the four sites are described. Settlement readings for periods of up to 7 years are included. The geometry of failed masses is presented in terms of contour lines and cross sections showing the shape of heaving on the two sides of the embankment. A field method of following the transition from foundation stability to foundation rupture and then from mild to intense base failure is explained. The application of this method to specific instances is described. An approximate stability equation is derived and its application to the four case histories is outlined.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 98 • Issue 7 • July 1972
Pages: 727 - 747
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jul 1972
Published online: Feb 12, 2021
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Aris C. Stamatopoulos, M.ASCE
Partner; Kotzias-Stamatopoulos, Soils and Foundations Engrs., Athens, Greece
Panaghiotis C. Kotzias, M.ASCE
Partner; Kotzias-Stamatopoulos, Soils and Foundations Engrs., Athens, Greece
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