Abstract This study is aimed at evaluating the strength of stabilised soil collected from Port Norvik, Stockholm, Sweden, where 350,000 m3 clay had to be stabilized. The tests were performed in laboratory Swedish Geotechnical Institute (SGI). was by binder mixtures using Portland cement clinker (PCC) and lime kiln dust (LKD). Accelerators (X-seed 100 BASF, PCC, LKD salt) added samples for quick...
