A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of concrete linings for large underground conduits
Method of evaluating passive pressures and of determining final moments for design; consideration of effect of restraint offered by rock to deformation of underground conduit lining; approximate formula was derived and successfully employed in design of tunnel system at Bhakra Dam, India, achieving considerable economy in reinforcement requirements.
Design of concrete linings for large underground conduits
Method of evaluating passive pressures and of determining final moments for design; consideration of effect of restraint offered by rock to deformation of underground conduit lining; approximate formula was derived and successfully employed in design of tunnel system at Bhakra Dam, India, achieving considerable economy in reinforcement requirements.
Design of concrete linings for large underground conduits
Am Concrete Inst -- J
Sandhu, R.S. (author)
1961
14 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Concrete Linings for Tunnels built by underground construction
British Library Online Contents | 2001
Concrete Linings for Tunnel built by underground Construction
British Library Online Contents | 2001
Design and construction of underground conduits
| Engineering Index Backfile | 1964
Underground conduits in Chicago
| Engineering Index Backfile | 1903
Theory for design of underground pressure conduits
| Engineering Index Backfile | 1955