A platform for research: civil engineering, architecture and urbanism
Jan. 6 1928 n 1 p 4-7: Reinforced-concrete tunnel about 120 m. long, of rectangular cross section 5 m. by 2.5 m. inside dimensions; two main segments of tunnel, each 52.9 m. long, precast and sunk into excavated trench on bottom of river, leaving navigable channel of 3.5 m. depth on top of tunnel fill. Jan. 20 1928 n 3 p 41-43: Sections and details of tunnel and caissons; general layout construction plant, particularly concreting towers and booms used in precasting tunnel segments. Feb. 3 1928 n 5 p 63-66: Construction and sinking of caissons and tunnel sections; distribution of concrete by compressed air.
Jan. 6 1928 n 1 p 4-7: Reinforced-concrete tunnel about 120 m. long, of rectangular cross section 5 m. by 2.5 m. inside dimensions; two main segments of tunnel, each 52.9 m. long, precast and sunk into excavated trench on bottom of river, leaving navigable channel of 3.5 m. depth on top of tunnel fill. Jan. 20 1928 n 3 p 41-43: Sections and details of tunnel and caissons; general layout construction plant, particularly concreting towers and booms used in precasting tunnel segments. Feb. 3 1928 n 5 p 63-66: Construction and sinking of caissons and tunnel sections; distribution of concrete by compressed air.
Construction of a pedestrian tunnel under the river spree at Friedrichshagen near Berlin
Der Bau des Fussgaengertunnels unter der Spree in Berlin-Friedrichshafen
La Baume (author)
Bautechnik ; 6
1928
30 Figs.
Article (Journal)
German
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Subterranean passage for pedestrians under the Spree at Berlin-Friedrichshagen
Engineering Index Backfile | 1928