A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Rational method for determining amounts and distribution of soil reactions developed around shield driven tunnel lining is presented; thrust, shear, and moment produced at support are determined; formulas and tables prepared, permit deflections produced at various points of lining under combined influence of active loads and soil reactions to be expressed as simple product sums; method applied to actual case, and values obtained for dimensions of lining.
Rational method for determining amounts and distribution of soil reactions developed around shield driven tunnel lining is presented; thrust, shear, and moment produced at support are determined; formulas and tables prepared, permit deflections produced at various points of lining under combined influence of active loads and soil reactions to be expressed as simple product sums; method applied to actual case, and values obtained for dimensions of lining.
Stresses in linings of shield-driven tunnels
Am Soc Civ Engrs -- Proc
Bull, A. (author)
1944
32 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Stresses in linings of shield-driven tunnels
| Engineering Index Backfile | 1946
Stresses in linings of shield-driven tunnels
| Engineering Index Backfile | 1945
Stresses in the Linings of Shield-Driven Tunnels
| ASCE | 2021
Performance of linings for shield driven tunnels - A survey on Japanese shield tunneling
| British Library Conference Proceedings | 1995
Stresses in Linings of Bored Tunnels
| Online Contents | 1998