TECHNICAL PAPERS
Dec 1, 1988

Pilot Tunnels: Contractor's Position

Publication: Journal of Construction Engineering and Management
Volume 114, Issue 4

Abstract

Geologic uncertainty in underground construction promotes design and construction conservatism and has a significant impact on project cost. Site investigation can reduce this uncertainty and decrease the contingency amounts included in bids. Pilot tunnels are one of the best geologic exploration methods, but they are also one of the most expensive. This paper presents the contractor's view concerning the usefulness of constructing a pilot tunnel as part of the site investigation program and offers guidelines for evaluating its benefits. These benefits can be realized both prior to and during construction. They include furnishing information about the geology and its behavior, and facilitating design development and construction operations. Pilot tunnels are generally most useful in large projects with limited surface access, and where the geologic conditions are unfavorable. Depending on project conditions, the construction of a pilot tunnel can reduce bid contingencies up to 20% of the project cost.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Ioannou, P. G. (1984). “The economic value of geologic exploration as a risk reduction strategy in underground construction,” thesis presented to the Massachusetts Institute of Technology, at Cambridge, Mass., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Lane, K. S. (1975). “Field test sections save cost in tunnel support.” Report from the Underground Construction Research Council, ASCE, New York, N.Y.
3.
Merritt, A. H. (1972). “Geologic predictions for underground excavations.” Proc., North American Rapid Excavation and Tunneling Conf., Vol. 1, American Institute of Mining, Metallurgical and Petroleum Engineers, Inc., New York, N.Y. 115–132.
4.
Parker, A. D. (1970). Planning and estimating underground construction. McGraw‐Hill, New York, N.Y.
5.
Robinson, C. S. (1972). “Prediction of geology for tunnel design and construction.” Proc., of the North American Rapid Excavation and Tunneling Conf., Vol. 1, American Institute of Mining, Metallurgical and Petroleum Engineers, Inc., New York, N.Y., 105–114.
6.
Stasiewicz, P. H. (1981). “Improving the contractual aspects of underground construction,” thesis presented to the Massachusetts Institute of Technology, at Cambridge, Mass., in partial fulfillment of the requirements for the degree of Civil Engineer.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 114Issue 4December 1988
Pages: 594 - 613

History

Published online: Dec 1, 1988
Published in print: Dec 1988

Permissions

Request permissions for this article.

Authors

Affiliations

Photios G. Ioannou, Associate Member, ASCE
Asst. Prof. of Civ. Engrg., The Univ. of Michigan, Ann Arbor, MI 48109‐2125

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share