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Abstract:	Die Betonfestigkeit der in den 50er Jahren erstellten Neckar-Schleuse Schwabenheim verringerte sich infolge einer Alkali-Kieselsäure-Reaktion so, daß sich die Kammerwände durch den Erddruck im Dezimeterbereich verformten und starke Rissbildungen die Standsicherheit beeinträchtigten. Die erforderlichen Sanierungsarbeiten werden erläutert.
Source:	Beton- und Stahlbetonbau 82 (1987), No. 3
Page/s:	57-63
Language of Publication:	German

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