Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Waterfront development, especially completed pier No. 1; substructure of pier consists of vertical and raker steel piles of Krupp type, filled with plain concrete; thickness of deck slab is 6.7-in.; dredging and reclamation; arrangement of facilities; pier equipment and administration.
Waterfront development, especially completed pier No. 1; substructure of pier consists of vertical and raker steel piles of Krupp type, filled with plain concrete; thickness of deck slab is 6.7-in.; dredging and reclamation; arrangement of facilities; pier equipment and administration.
Oil port of Stockholm
Dock Harbour Authority
Leimdoerfer, P. (Autor:in)
1957
7 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1936
|Engineering Index Backfile | 1934
Online Contents | 1997
|TIBKAT | 1935
|Stockholm port extensions and improvements
Engineering Index Backfile | 1935
|