... 1173 kPa was obtained at a curing time of 28 d and with 15% additive. It was determined that the undrained shear strength, EC and pH values generally increased in all curing times in the area near the edge of the columns with potassium hydroxide, while the water content decreased. columns composite...

.... For convenience, their proposed equations are presented, respectively, below Figure 4. Relationship between N_c and c_ua/c_us obtained from LimitState:Geo composite structures foundations geotechnical engineering Deep mixing (DM...

... reserved 2012 composite structures geotechnical engineering A, B Skempton's pore pressure parameters a_s area replacement ratio e void ratio k coefficient of permeability M slope of the critical state line in stress...

... and strength) on the behaviour of reinforced soil are presented. Qualitative comparisons between laboratory tests and the simulations indicate good agreement. composite structures geotextiles, membranes & geogrids stress analysis C_i components of compliance...