Research Article
Oct 1964
Contractor's View on Unlined Tunnels
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VIEW THE REPLYAbstract
The most important single aspect in unlined tunnel design is the geology of the tunnel alinement. Competent rock is the basic necessity in considering the construction of an unlined tunnel. Given this, the size and shape of the tunnel, the attitude of bedding or jointing the depth below the surface, the intended use of the tunnel and hydraulic considerations can then be taken into account. These factors are considered together with specific examples. The most economical tunnel can be obtained only when design criteria is properly balanced by careful consideration of the many points that lead the contractor to view the job and proposed contract more favorably. The contractor's view on a number of design and contract problems is given. Inasmuch as the final decision as to whether or not a tunnel may remain unlined is a matter of judgment, there is no substitute for men with long experience in underground work.
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Information
Published In
Journal of the Power Division
Volume 90 • Issue 3 • October 1964
Pages: 91 - 104
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Oct 1964
Published online: Feb 11, 2021
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Alfred M. Petrofsky, M.ASCE
Proj. Engr., San Luis Dam, Morrison-Knudsen Co., Inc., Los Banos, Calif.
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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.