Open Caissons for Deep Foundations
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 5
Abstract
Open caissons are a very efficient method of deep foundation, provided the ground conditions are favorable. Design and construction of a 60‐m deep shaft, 27.0‐m ID for a pumped storage hydroelectric power station is described. The soil consists of about 8 m of soft fluvial deposits on a 200‐m thick layer of homogeneous over consolidated stiff marly clay. The upper 8 m of soft soil were excavated and replaced by 5 m of compacted soil on which the leading ring of the shaft was concreted. Above the leading ring a 20‐cm wide slit filled with stabilized bentonite slurry was provided in order to eliminate skin friction during sinking. The shaft was concreted using slip form work. The method of excavation and verticality control of the shaft axis during excavation and concreting and the construction procedure of the shaft bottom are described in some detail. The shaft was successfully completed within 120 working days. Two examples of open caisson foundation that had to be changed due to unfavorable soil conditions are discussed. It is emphasized that careful soil exploration is prerequisite to success in open caisson foundations.
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References
1.
Naylor, D. J., “Non‐linear finite element models for soils,” thesis presented to the University College of Swansea, at Swansea, Wales, in 1975, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Taylor, R. C., and Brown, C. B., “Darcy flow condition with a free surface,” ASCE, Journal of the Hydraulic Division, Vol. 93, No. 3, Mar., 1967, pp. 25–33.
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Copyright © 1987 ASCE.
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Published online: May 1, 1987
Published in print: May 1987
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