A year before we constructed the foundation of Cement Silo capacity of 500tons. The raft foundation size was 6m x 6m x 0.8m. Now we are facing a problem of settlement as foundation is sinking on 3 sides. The whole area was back filled. The site used for the Ready Mixed Concrete plant and now a days there were too much water used around the foundation which is causing the water logging of that area. So anybody will suggest the solution for the stabilization of foundation to avoid further settlement.