Imran Ullah Email & Phone Number

. The interest in the studies boosted me to attain one of the top three positions in the department as Senior Consultant material Engineer /Geo technical Engineer. I joined a reputable construction firm, AJ&K Hydro board in 2020. My key responsibilities were to manage the sites on a daily basis on mini Tunnel projects, coordination & 1. Foundation recommendation 2. Bearing capacity analysis 3. Water table 4. Soil stabilization 5. All geotechnical investigation 6. Consolidation 7. How control seepage8. Bore hole log9. Different foundation 10. Study of existing structure in the area 11. Detailed investigation 12. Construction Post Construction Investigation 13. Surface and subsurface condition of site All the specification test which used for Geotechnical Investigation material & Asphalt mix Design. Labour Arrangement and its Distribution as per the project program. o Supervision of Structural Work i.e. Foundations, Retaining Walls, Slab, Beams, Cols, Boundary Walls etc. o Supervision of Architectural Roofing system, Planter Boxes etc. As per approved shop drawings and method statements. o Identification of technical problems during project implementation and reporting to the Consultant. o Bar Bending Schedule for RCC slabs, wall and columns rebar. o Manpower allocation for different Activities according to slandered tasks & productivity. Cost Estimate, Site Supervision, and monitor construction work schedules, preparation of Bill of Quantities and tender documents. FINAL YEAR PROJECT AND ALSO RESERCH WORK:Soil Stabilization The soil often is weak and has no enough stability in heavy loading. The aim of the study was to review on stabilization of soil using low-cost methods. Several reinforcement methods are available for stabilizing expansive soils. These methods include stabilization with chemical additives, re wetting, soil replacement, compaction control, moisture control, surcharge loading, and thermal methods. MATERIAL AND ASPHALT STRENGTH IMPROVEMENT: This research is based on the concept of the partial replacement of stone dust with Bagasse Ash. Stone dust which is been used as a conventional filler in asphalt pavements. The Bagasse ash which is by-product of sugarcane industries fulfills the criteria of filler. NHA class B aggregates were used in the research with varying filler content (3,4.5,6%) and bitumen content (4,4.3,4.6%). Bagasse Ash was replaced in amount of (10,20,100%). According to JMF marshal mix were prepared and hence Marshal Stability and flow tests were carried out which showed different results for .