Compressed Air Use in Soft Ground Tunneling
Publication: Journal of Construction Engineering and Management
Volume 109, Issue 2
Abstract
Compressed air tunneling, used extensively in the past to control ground water and provide face support, is often only given a brief look today because of its escalating cost. However, due to soil and ground‐water conditions, the only reasonable way to drive a particular tunnel may be to utilize compressed air. A somewhat complex procedure, the use of compressed air requires a number of precautions to be taken to assure the safety of the work force. Alternative methods or a combination of compressed air and dewatering should be evaluated on a cost‐benefit basis.
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References
1.
“Construction Safety and Health Regulations,” Part 2, Vol. 39, No. 122, Occupational Safety and Health Administration, U.S. Department of Labor, Washington, D.C., 1974, p. 22862.
2.
Herndon, J., and Lenahan, T., “Grouting in Soils,” Design and Operations Manual, Vol. 2, Report FHWA‐RD‐76‐27, U.S. Department of Transportation, Washington, D.C., 1976, p. 18.
3.
Mayo, R. S., Adair, T., and Jenny, R. J., “Tunneling—The State of the Art,” U.S. Department of Housing and Urban Development, Washington, D.C., 1968, pp. 172–175.
4.
Richardson, H. W., and Mayo, R. S., Practical Tunnel Driving, McGraw‐Hill Book Co., Inc., New York, N.Y., 1941, p. 279.
Information & Authors
Information
Published In
Journal of Construction Engineering and Management
Volume 109 • Issue 2 • June 1983
Pages: 206 - 213
Copyright
Copyright © 1983 ASCE.
History
Published online: Jun 1, 1983
Published in print: Jun 1983
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