Research Article
Feb 1971

Caisson Construction Problems and Correction in Chicago

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Publication: Journal of the Soil Mechanics and Foundations Division
Volume 97, Issue 2

Abstract

The possible causes for defective caissons encountered during construction have been examined. These causes included excess water, soil inclusions, voids, change in caisson dimensions, inadequate bearing and poor concrete. Methods of exploration outlined are coring, caliper logging, inclinometer reading, side test pits, seismic wave and velocity measurement, 3-D logging, Gamma ray logging and probing for bells. Methods of correction and repair suggested include grouting, addition of steel in core holes, partial removal and replacement, complete removal and replacement and additional caissons with transfer girder. The importance of adequate inspection and safe construction procedures has been emphasized.

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Journal of the Soil Mechanics and Foundations Division
Volume 97Issue 2February 1971
Pages: 417 - 440

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Published in print: Feb 1971
Published online: Feb 12, 2021

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Clyde N. Baker Jr., M.ASCE
Vice Pres., Soil Testing Services, Inc., Northbrook, Ill.
Fazlur Khan, M.ASCE
Assoc. Partner; Owings & Merrill, Chicago, Ill.

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