Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Theoretical relation developed between maximum bending moment on sheet pile wall driven into clay and stability number, flexibility number, and geometrical parameters; limited experiments show reasonable agreement; consideration is given to final earth pressures some time after construction; design is briefly outlined.
Theoretical relation developed between maximum bending moment on sheet pile wall driven into clay and stability number, flexibility number, and geometrical parameters; limited experiments show reasonable agreement; consideration is given to final earth pressures some time after construction; design is briefly outlined.
Sheet-pile walls in clay
Instn Civ Engrs -- Proc
Rowe, P.W. (Autor:in)
1957
26 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
| Springer Verlag | 2017
Wiley | 2023
| ASCE | 2021
| Engineering Index Backfile | 1956