Is anyone aware of design guidance for articulated concrete block revetments, specifically for installation on a slope (i.e. not an open channel application). I am aware of design using hydraulic stability methods. However, these methods do not allow the consideration of additional stability...
Is anyone aware of design guidance for articulated concrete block revetments, specifically for installation on a slope (i.e. not open channel applications). I am aware of design using hydraulic stability methods. However, these methods do not allow the consideration of additional stability...