Details: mobilization of men and machineries to the site and demobilization of the same on completion of the filed work, exploring 150 mm dia bore holes from top of up to the bottom of the i.e. upto 15 mtr. including conducting spt @1.5 mtr. interval and collecting uds @3.0 mtr. interval, including setting of rig and machineries from one bh to another bh conducting dcpt (dynamic cone test) up to 15 mtr. atterberg's limit on cohesive soil particle size analysis using sieves and hydrometer drained and undrained shear strength tests on undisturbed samples constant/falling head permeability test to determine hydraulic conductivity oedometer test to study consolidation characteristics
Sector: University