35,10,0,50,1
25,600,60,1,3000,5000,25,800
90,150,1,50,12,30,50,1,70,12,1,50,1,1,1,5000
0,2,1,0,2,40,15,5,2,1,0,20,0,0

Objectives:

  • Feasibility of utilizing chemical stabilisers in improving the swell-shrink characteristics of expansive soils
  • Assess the short-and long-term performance of chemically stabilised soils
  • Create suitability matrix for the effective stabilisation of weak subgrades / embankment materials
  • To understand the load-displacement characteristics of the chemically stabilised weak soils
  • To assess the stability and seepage issues using small-scale experimental and numerical studies