A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
An attempt has been made to confine the scope of this paper as nearly as possible to the limits defined by the title. Hence, discussion of tangential stresses (shears) and of pile foundations has been omitted entirely. In the "Introduction" an outline of stress distribution formulas is given, with special emphasis on the use of the "concentration factor," a conception applied to soil mechanics only since 1934.
An attempt has been made to confine the scope of this paper as nearly as possible to the limits defined by the title. Hence, discussion of tangential stresses (shears) and of pile foundations has been omitted entirely. In the "Introduction" an outline of stress distribution formulas is given, with special emphasis on the use of the "concentration factor," a conception applied to soil mechanics only since 1934.
Pressures beneath a Spread Foundation
Krynine, D. P. (author)
Transactions of the American Society of Civil Engineers ; 103 ; 827-849
2021-01-01
231938-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Pressures beneath spread foundation
| Engineering Index Backfile | 1938
Pressures beneath spread foundation
| Engineering Index Backfile | 1937
Pressures beneath spread foundation
| Engineering Index Backfile | 1938