Add to ORKGEight tests of circular, lO-ft diameter models of cast-in-place tunnel linings unreinforced and with steel fiber and conventional reinforcement are described. The loading simulated interaction with the ground. The tests are cor.~cred with results of a computer program that simulates the soil-structure interaction and the nonlinear behavior of the linings. Additional studies of the concrete material properties and lining section behavior are described.U.S. Department of Transportation Contract DOT FR 30022Federal Railroad AdministrationOffice of the Secretar
The promotion of steel fibre reinforced concrete (SFRC) as a construction material for tunnel lining...
The purpose of this study was to analyze the load-deflection behavior of liner anchorage systems use...
The paper focuses on the advances in precast tunnel segments with particular reference to the reinfo...
Eight tests of circular, lO-ft diameter models of cast-in-place tunnel linings unreinforced and wit...
405 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.The objective of this study w...
In the present paper, the structural behavior of tunnel segments has been investigated by means of a...
Volpe National Transportation Systems Center, Technical Reference Centerhttps://doi.org/10.21949/152...
251 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.An improved understanding of ...
Stress equilibrium in concrete lining of deep tunnels, or in soft rocks, is a complex phenomenon. It...
The increasing use of the tunnel boring machines (TBMs) has entailed their own evolution and the imp...
Cover title.Prepared as part of an investigation conducted by the Engineering Experiment Station, Un...
The deployment of engineering models and design methods divorced from the effect that mechanised shi...
A significant amount of research has been conducted worldwide on the behavior of concrete filled ste...
Tunnels in soft rock with high ground stress will encounter the problem of large deformation of surr...
Behaviour of pressurized tunnels are determined by the mechanical and geometrical properties of lini...
The promotion of steel fibre reinforced concrete (SFRC) as a construction material for tunnel lining...
The purpose of this study was to analyze the load-deflection behavior of liner anchorage systems use...
The paper focuses on the advances in precast tunnel segments with particular reference to the reinfo...
Eight tests of circular, lO-ft diameter models of cast-in-place tunnel linings unreinforced and wit...
405 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.The objective of this study w...
In the present paper, the structural behavior of tunnel segments has been investigated by means of a...
Volpe National Transportation Systems Center, Technical Reference Centerhttps://doi.org/10.21949/152...
251 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.An improved understanding of ...
Stress equilibrium in concrete lining of deep tunnels, or in soft rocks, is a complex phenomenon. It...
The increasing use of the tunnel boring machines (TBMs) has entailed their own evolution and the imp...
Cover title.Prepared as part of an investigation conducted by the Engineering Experiment Station, Un...
The deployment of engineering models and design methods divorced from the effect that mechanised shi...
A significant amount of research has been conducted worldwide on the behavior of concrete filled ste...
Tunnels in soft rock with high ground stress will encounter the problem of large deformation of surr...
Behaviour of pressurized tunnels are determined by the mechanical and geometrical properties of lini...
The promotion of steel fibre reinforced concrete (SFRC) as a construction material for tunnel lining...
The purpose of this study was to analyze the load-deflection behavior of liner anchorage systems use...
The paper focuses on the advances in precast tunnel segments with particular reference to the reinfo...