steel pipe pile under varying subsurface conditions
steel pipe pile under varying subsurface conditions
(OP)
This is for 24" pipe piles with 0.5" thickness filled with concrete as the foundation type retaining walls. These piles are short and each pile is placed after predrilling hole to the required depth and then the concrete is placed within this steel pipe pile. It is assumed that the concrete and steel act as one unit. Under one of the walls, the pipe pile embedment occurs in an approximate 6-foot soft clay layer. Although the pipe pile lengths are sufficient for the lateral loads, will the soft clay layer cause for settlement problems? The piles cannot increase in length due to constraints.





RE: steel pipe pile under varying subsurface conditions
RE: steel pipe pile under varying subsurface conditions
RE: steel pipe pile under varying subsurface conditions
RE: steel pipe pile under varying subsurface conditions
Please see FAQ731-376 for great suggestions on how to make the best use of Eng-Tips Fora.
RE: steel pipe pile under varying subsurface conditions