A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Calculation of sheet piling walls by bearing load method
Use of principle of "strain-hinges"; wall constitutes multiple statically indeterminate system; graphical solution given for wall with changeable influence of normal force and changeable section; nomographs for determination of maximum stress; walls encased on top and bottom, on top only, and on bottom only, with simple anchoring are considered.
Calculation of sheet piling walls by bearing load method
Use of principle of "strain-hinges"; wall constitutes multiple statically indeterminate system; graphical solution given for wall with changeable influence of normal force and changeable section; nomographs for determination of maximum stress; walls encased on top and bottom, on top only, and on bottom only, with simple anchoring are considered.
Calculation of sheet piling walls by bearing load method
Berechnung von Bohlwerken nach dem Traglastverfahren
Windels, R. (author)
Bautechnik ; 36
1959
9 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
New High Bearing Capacity Sheet Piling Walls
| British Library Conference Proceedings | 2000
Contribution to calculation of sheet piling walls
| Engineering Index Backfile | 1950
| European Patent Office | 2020
| Engineering Index Backfile | 1930
Design of anchored sheet piling walls
| Engineering Index Backfile | 1930