| Abstract: | Structural design of underground tanks by the method of Mang. For soil covered tanks, which lie by single bearing in a growed soil (“ditch” bearing) and the soil covers the tanks more than 1000 mm, the structural design by the method of Windels 1] is very economical. In 2] this method is described in detail and there is an extension for all practical load cases. For the other underground tanks the structural design is done by the method of Mang 3] and with the comments in 4]. This method is described in the following paper. |
