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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. (author)
1957
7 pages
Article (Journal)
English
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Engineering Index Backfile | 1936
|Engineering Index Backfile | 1934
Online Contents | 1997
|TIBKAT | 1935
|Stockholm port extensions and improvements
Engineering Index Backfile | 1935
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