... soils under static conditions, there remains a gap in understanding their deformation responses and shakedown behavior under long-term cyclic loading. This study explores this gap through a series of cyclic triaxial tests, investigating the effects of geocell material stiffness, confining pressure...

... soil Granulated rubber 0, 8, 10, 14 (%) Large scale cyclic triaxial test 50, 100, 200, 300 * Shear modulus decreased with an increase in rubber inclusion and confining pressures. * Damping ratio decreased with an increase in rubber inclusion at 50 and 100 kPa confining pressures. However, for 200...