The pile spacings are just over 8 foot centers. However, they have already gotten precast pannels for the wall.
The RQD's are fairly low. They range from 0 to 68.
We have decided to increase the pile section to account for the increased moment due to the fixed pile at the rock. I then...
Thanks.
I will check into battering the pile, although I don't think it will provide enough resistance to prevent me from using cover plates. I have already taken out the possibility of tiebacks because the area behind the wall is a landfill. Otherwise, that would have been a more cost...
I am doing a redesign on a soldier pile retaining wall due to additional soil information encountered during construction. Rock was discovered between 7' to 16' below the front finished grade. I know that the wall needs to deflect to attain the passive soil condition. But at the rock there is...
