The reinforced earth-retaining wall backfill was constructed using 5 layers, each top zero.166 m aside. The stabilised loading cyclic was used to obtain the kinematic hardening parameters by inputting the shear stress and plastic shear strain information factors from the re-yielding point to the reversal level. Certainly, using an ABAQUS subroutine, a curve match evaluation was c... https://www.metooo.it/u/68b1095877730b48415696ff