Research Article
Jan 1968
Ground Freezing in Construction
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 94, Issue 1
Abstract
Artificial ground freezing is a valuable aid, and at times may be the only means possible, for excavation. The soil becomes stabilized to give shear strength for a retaining structure and a water stop. Design includes strength and deformation of a viscoelastic material in a structure, and of heat flow in a material in which water changes to ice causing radical changes in thermal parameters. Examples show how the rheological parameters of strain, temperature, stress and time for typical soils are related. Techniques and design data are given for the structural design of a cylindrical cofferdam. Thermal parameters and techniques, with assumptions and consequent equations for design, are provided with examples of two typical soils, straight and curved walls, for computing time of freezing, temperatures, energy and refrigeration-load from which cost estimates may be made for a particular job. Construction practices are discussed, with special attention to the hazards of the ground freezing technique.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 94 • Issue 1 • January 1968
Pages: 131 - 158
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jan 1968
Published online: Feb 12, 2021
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Authors
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Frederick J. Sanger, F.ASCE
Special Asst., Experimental Engrg. Div., U.S. Army Cold Regions Research and Engrg. Lab., Hanover, N.H.
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