Civil Engineering
Soil investigation and structural stability for Sebastian indoor stadium, Edava, Thiruvananthapuram
Performance of mechanically stabilised reinforced soil structures with locally available marginal lateritic backfills
Junior Research Fellow - IITPKD/2020/024/CE/SAS
Senior Research Fellow - IITPKD/2020/020/CE/DPV
Consultancy for Design and Vetting of Fibre reinforced concrete (FRC) and Mesh reinforced concrete (RC) Flooring
Development of Membrane-confined Stem Grouted Piles and their Behaviour under Uplift Loading
Under-reamed piles are extensively used in India and South Asia in situations where large uplift forces are encountered. Such situations include expansive soils (swelling generates uplift force) and structures like chimneys, marine structures, transmission towers, windmills, etc. However, major issue with the construction of these piles is the collapse of under-reaming zone, particularly in sand and soft fine grained soil in saturated condition. The collapse of soil may results in uncertainty in the final size of the bulb.