Vertical Wall Breakwater Stability
Published in WIT transactions on the built environment • Jan 1, 1970
NobleIDNI4P03W95R07S36
Authors:
Živko Vuković
Abstract
The calculation of the minimum required widths of a concrete vertical wall breakwater with respect to the stability criteria of overturning, sliding and settling is presented in the paper. It is assumed that the vertical wall breakwater is built on a foundation and located in the conditions for non-...
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