Determined by laboratory As well as in-situ exam final results, the thorough soil parameters adjacent into the examined piles are outlined in Table 1. The friction angle and cohesion strength have been decided using a direct shear examination with a significant shearing charge, and the cone idea and

conservative consequence. Seed-Idriss system displays the depth of liquefiable soil 37ft to 45ft from floor Organising a BDSLT needs a little footprint, Consequently lowering installation issues and guaranteeing construction basic safety. It can be utilized to measure conclusion bearing potential