I am currently redesigning a 3 span, single lane bridge. According to my calculations, the bridge is failing due to sliding, but I have not considered the lateral capacity of the pile (2 rows of 6 piles each) as a part of the resisting forces. I would like to include these in order to avoid...
Hi,
I am checking the substructure design of a skew bridge with wing walls at varying angles to the abutments. I understand that the wing walls help to resist the overturning moment, but I am unsure of the calculations for this effect. What area of the wing wall should be considered and where...
