Thanks for the reply. I have previously researched reusing piles on their own and thats fine. The problem i have is when the new load is so large that the existing pile cannot take the capacity, even with grouting to improve capacity. The only way to combat this is to incorporate new piles with...
I am currently researching the possibility of reusing existing piles. Its coming along nicely but im finding it very difficult to come across good information on using new piles and existing piles together. My biggest factor is combating differential settlement. I propose using a form of shear...
