A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theory for design of underground pressure conduits
Assuming that conduits consist of steel liners concreted in shafts or tunnels excavated in sound rock, theory for designing steel liners is based on equating deflections of steel and rock; theory is suggested as rough and usable approach to solution; modulus of rock mass in place must be known and can be determined only by field tests; suggested method of field testing is given.
Theory for design of underground pressure conduits
Assuming that conduits consist of steel liners concreted in shafts or tunnels excavated in sound rock, theory for designing steel liners is based on equating deflections of steel and rock; theory is suggested as rough and usable approach to solution; modulus of rock mass in place must be known and can be determined only by field tests; suggested method of field testing is given.
Theory for design of underground pressure conduits
Am Soc Civ Engrs -- Proc Separate
Bleifuss, D.J. (author)
1955
10 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Design and construction of underground conduits
| Engineering Index Backfile | 1964
Underground conduits in Chicago
| Engineering Index Backfile | 1903
Design of concrete linings for large underground conduits
| Engineering Index Backfile | 1961
Preliminary experiments on underground conduits
| Engineering Index Backfile | 1962
Underground conduits -- Appraisal of modern research
| Engineering Index Backfile | 1947