Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Extension of quay to 1115 ft. and excavation of harbor to depth of 26. 3 ft. and later to 32.8 ft.; underground consists of large granite rocks embedded in very fine gray marl; steel sheet piling of Larrsen type, 51 ft. long, was driven and rigidly connected with existing quaywall. (see also brief translated abstract in Am. Concrete Inst. -- Jl., vol. 2, no. 6, Feb. 1931, p. 181)
Extension of quay to 1115 ft. and excavation of harbor to depth of 26. 3 ft. and later to 32.8 ft.; underground consists of large granite rocks embedded in very fine gray marl; steel sheet piling of Larrsen type, 51 ft. long, was driven and rigidly connected with existing quaywall. (see also brief translated abstract in Am. Concrete Inst. -- Jl., vol. 2, no. 6, Feb. 1931, p. 181)
Reconstruction of quay system in harbor of Memel
Umbau einer Kaianlage im Hafen zu Memel
Niebuhr (Autor:in)
Bautechnik ; 8
1930
2 pages
3 Figs.
Aufsatz (Zeitschrift)
Deutsch
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Reconstruction of quay system in harbor of Memel
Engineering Index Backfile | 1931
|Engineering Index Backfile | 1893
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