Research Article
Nov 1966
Curved Beam Analog for Tunnel Design in Massive Rock
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 92, Issue 6
Abstract
A curved-beam analog is shown to be valid for tunnel design in massive rock. A mechanics of materials analysis is used that retains a physical model of the dominant stress action by assuming an experimentally verifiable deformation, thus radically simplifying the mathematics, and providing a continued insight as complexity is added to the fundamental problem. The specific technique, curves-beam analysis isolates some of the material immediately surrounding the opening in the mass, and bordering on the uniform stress field, as a uniformly loaded ring, for which there is precedent. Qualitative and quantitative studies give an orientation into the mechanisms involved, particularly the deformation-controlled loading along the outer boundary of the ring, which was most simply handled by postulating a degenerate beam action.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 92 • Issue 6 • November 1966
Pages: 189 - 210
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Nov 1966
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Lawrence Adler, M.ASCE
Assoc. Prof., Mining Engrg., Virginia Polytechnic Inst., Blacksburg, Va.
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.
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.