Does anyone have any documents or sketches on how to deal with outside corners of secant pile walls? with and without tiebacks on the secondary piles?
Is it typical to use straps on secondary secant piles reinforced with Wxs? Or is it easier to make two 45 degree bends to maintain overlap of the primary and secondary piles?
Is it typical to use straps on secondary secant piles reinforced with Wxs? Or is it easier to make two 45 degree bends to maintain overlap of the primary and secondary piles?
