Chapter
Apr 26, 2012
Rehabilitation of Union Pacific Railroad Tunnel, Ryndon, Nevada
Authors: Francis B. Gularte and Gerry MillarAuthor Affiliations
Publication: Grouting and Ground Treatment
Abstract
Over a three-year period, a section of railroad tunnel, near Ryndon, NV, had undergone significant deformation of the tunnel lining due to inadvertent undermining of the footings during removal of concrete invert struts to improve vertical clearance and rectify a series of mud fouling problems in the track structure. Emergency response steel invert struts were successful in arresting liner movement. However, seepage and resultant mud pumping remained a serious problem that would influence the long-term stability of the tunnel. The permanent liner stabilization program consisted of the installation of high capacity minipiles and tieback anchors along the affected tunnel length, coupled with a program of enhanced drainage. This paper presents the design and implementation of the fast track rehabilitation program.
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© 2003 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Anchors
- Construction engineering
- Construction methods
- Engineering fundamentals
- Equipment and machinery
- Geomechanics
- Geotechnical engineering
- Infrastructure
- Linings
- Mud
- Rail transportation
- Railroad tracks
- Rehabilitation
- Soil mechanics
- Soils (by type)
- Structural engineering
- Structural members
- Structural systems
- Struts
- Transportation engineering
- Tunnels
Authors
Affiliations
Francis B. Gularte
M.ASCE
Senior Vice President, Hayward Baker Inc., 1780 Lemonwood Dr. Santa Paula, CA 93060
Gerry Millar
Vice President, Milbor-Pita Inc., 17270 Woodinville-Redmond Road, Suite 703, Woodinville, WA 98072
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