1-13 of 13
Keywords: concrete lining
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Proceedings Papers

Paper presented at the 53rd U.S. Rock Mechanics/Geomechanics Symposium, June 23–26, 2019
Paper Number: ARMA-2019-1667
... ABSTRACT: To assess whether reinforcement is required for aged tunnel, it is necessary to clarify the rigidity of the concrete lining as well as the distribution of cracks occurred in the lining concrete. Therefore, a “tunnel lining inspection system” was adopted to photograph, extract, draw...
Proceedings Papers

Paper presented at the 47th U.S. Rock Mechanics/Geomechanics Symposium, June 23–26, 2013
Paper Number: ARMA-2013-148
... correlation operation enhanced recovery leakage water leakage shotcrete contractor Fluid Dynamics specific leakage concrete lining excavation Reservoir Characterization grout take tunnel excavation consumption injection hydropower project Himalaya grout consumption rock mass tunnel...
Proceedings Papers

Paper presented at the 45th U.S. Rock Mechanics / Geomechanics Symposium, June 26–29, 2011
Paper Number: ARMA-11-537
... ABSTRACT We carried out a numerical modeling study of coupled thermodynamic, multiphase fluid flow and geomechanical processes associated with underground compressed air energy storage (CAES) in lined rock caverns. The simulation results showed that a concrete lining with a permeability...
Proceedings Papers

Paper presented at the The 42nd U.S. Rock Mechanics Symposium (USRMS), June 29–July 2, 2008
Paper Number: ARMA-08-103
... of decreasing construction period and cost by continuous concreting using a pre-cast form and jacks. A rising height of the slip-form was 2.5m for one time with an average height of 3.5m/day. 4.3.3 Concrete Lining The concrete lining is essential for the road tunnel in Korea, however, the concrete lining...
Proceedings Papers

Paper presented at the The 32nd U.S. Symposium on Rock Mechanics (USRMS), July 10–12, 1991
Paper Number: ARMA-91-733
... ABSTRACT: Based on the response of the surrounding rock (including the relaxed grouted zone and the fault) and the reinforced concrete lining of the pressure tunnel in the full strength model test, this article discusses the stress-changing and cracking characters of the lining and the rock...
Proceedings Papers

Paper presented at the The 27th U.S. Symposium on Rock Mechanics (USRMS), June 23–25, 1986
Paper Number: ARMA-86-0954
...) diameter concrete tunnel lining. A plane strain, finite element analysis was performed on the concrete/rock system. The finite element model consisted of a concrete lining zone and three (3) rock zones; a highly destressed rock zone, a transitional rock zone and an intact rock zone. Zones were...
Proceedings Papers

Paper presented at the The 24th U.S. Symposium on Rock Mechanics (USRMS), June 20–23, 1983
Paper Number: ARMA-83-0371
... ft, 4063 ft, and 5191 ft during sinking of the Silver Shaft at Hecla Mining Company's Lucky Friday Mine in Wallace, Idaho. Rock displacements were monitored with three 50 ft long multiple position borehole extensometers at each level. Stress build-up in the concrete lining was monitored with four...
Proceedings Papers

Paper presented at the The 22nd U.S. Symposium on Rock Mechanics (USRMS), June 29–July 2, 1981
Paper Number: ARMA-81-0328
...DEFORMATION AND CRACKING OF A CONCRETE-LINED TUNNEL IN A ROCK MASS SUBJECTED TO A CHANGING STATE OF STRAIN Louis A. Panek Mining Engineer Bureau of Mines U.S. Department of the Interior Denver, Colorado INTRODUCTION AND SUMMARY The support of access openings near to the produc- tion zone...
Proceedings Papers

Paper presented at the The 22nd U.S. Symposium on Rock Mechanics (USRMS), June 29–July 2, 1981
Paper Number: ARMA-81-0341
... ABSTRACT INTRODUCTION A 9 m thick XIV seam is being worked on by three ascending slices with hydraulic sand stowing at Noonodih-Jitpur colliery in Jharia coalfield in India. The seam is accessed by two fully concrete lined shafts 4.88 m in diameter and 450 m deep. In early 1976 signs...
Proceedings Papers

Paper presented at the 20th U.S. Symposium on Rock Mechanics (USRMS), June 4–6, 1979
Paper Number: ARMA-79-0627
... ABSTRACT: Instrumentation placed at three - levels in the concrete lining of the 14-ft I.D. shaft at the Mt. Taylor Mine permitted checking which lining pressure equation best fit the particular geologic conditions. Talobre''s (1957) lining pressure prediction equation for clastic rock most...
Proceedings Papers

Paper presented at the The 17th U.S. Symposium on Rock Mechanics (USRMS), August 25–27, 1976
Paper Number: ARMA-76-0537
... of concrete lining for an underground opening of any desired shape in rock. It was expected that by taking into account the procedure of construction and the integral action of rock with concrete lining, a mathematical model will be developed to represent the real problem. It was thus felt...
Proceedings Papers

Paper presented at the The 12th U.S. Symposium on Rock Mechanics (USRMS), November 16–18, 1970
Paper Number: ARMA-70-0933
... extensometer tunnel support strain gage metals & mining load cell lining gage Upstream Oil & Gas rock bolt Anchor rock movement pressure cell installation tunnel diameter gage tunnel Reservoir Characterization Slope Indicator concrete lining single-position extensometer...
Proceedings Papers

Paper presented at the The 12th U.S. Symposium on Rock Mechanics (USRMS), November 16–18, 1970
Paper Number: ARMA-70-0993
... government Thickness computer estimate Reservoir Characterization Upstream Oil & Gas criteria tunnel-shaft system reservoir geomechanics strength Rock mechanics dimension rock bolt lining thickness concrete lining circular tunnel lining RQD designation contractor shaft tunnel...

Product(s) added to cart

Close Modal