A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Movements in pipe conduits under earth dams
Data from field study of movements in pipe conduits under earth dams on compressible foundations are presented and analyzed; based on analysis, tentative method for estimating magnitude of maximum transverse horizontal strain induced along embankment foundation interface is proposed; method is designed to avoid necessity of estimating either modulus of elasticity or Poisson's ratio of soil.
Movements in pipe conduits under earth dams
Data from field study of movements in pipe conduits under earth dams on compressible foundations are presented and analyzed; based on analysis, tentative method for estimating magnitude of maximum transverse horizontal strain induced along embankment foundation interface is proposed; method is designed to avoid necessity of estimating either modulus of elasticity or Poisson's ratio of soil.
Movements in pipe conduits under earth dams
ASCE -- Proc (J Soil Mechanics and Foundation Div)
Cappleman, Jr., H.L. (author)
1967
15 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
The design of outlet conduits for high earth dams
| Engineering Index Backfile | 1912
Cavitation in Outlet Conduits of High Dams
| ASCE | 2021
Cavitation in outlet conduits of high dams
| Engineering Index Backfile | 1941
Cavitation in outlet conduits of high dams
| Engineering Index Backfile | 1942
Cavitation in outlet conduits of high dams
| Engineering Index Backfile | 1940