A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Spatial active earth pressure
Chapter 7 describes, among other solutions, the method for determining the spatial active earth pressure according to Piaskowski and Kowalewski. The case of cylindrical surfaces, e.g. wells and shafts, is treated as well as the procedure at retaining walls across the slope, e.g. wing walls at bridge abutments according to Franke.
Spatial active earth pressure
Chapter 7 describes, among other solutions, the method for determining the spatial active earth pressure according to Piaskowski and Kowalewski. The case of cylindrical surfaces, e.g. wells and shafts, is treated as well as the procedure at retaining walls across the slope, e.g. wing walls at bridge abutments according to Franke.
Spatial active earth pressure
Hettler, Achim (author) / Kurrer, Karl‐Eugen (author)
Earth Pressure ; 235-243
2019-12-23
9 pages
Article/Chapter (Book)
Electronic Resource
English
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