Research Article
Feb 1975
Photoelastic Analysis of a Cofferdam
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 2
Abstract
Elastic stresses inside the soil mass of a cofferdam are determined using photoelastic technique. A cofferdam model was fabricated simulating the soil mass with gelatin and the steel sheet piles with urethane rubber. This model was tested in a state of plain strain, and, from the photoelastic data, elastic stresses within the fill material were found due to both gravity loading and water pressure. In the gravity loading case, normal stresses agree with the standard theory of soil mechanics for geostatic stresses. Water pressure introducing bending is found to affect the stresses appreciably causing a nonlinear distribution of stresses and pressure on the base of the cofferdam. Contrary to many theories, shear stresses are found to be higher near the sheet pile walls than the midplane. New failure surfaces, in accordance with the elastic stress state, are postulated.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 2 • February 1975
Pages: 129 - 145
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Feb 1975
Published online: Feb 10, 2021
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Authors
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Naveed K. Burki
Civ. Engr., McCormick, Taylor and Assocs., Consulting Engrs., Strafford, Pa
Rowland Richards Jr., M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Delaware, Newark, Del
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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.