The effect of aging and slurry density on triaxial shear properties of liquefied stabilized soil mixed with fiber material cured at the indoor and in-situ

In this study, a series of Consolidated–Undrained triaxial compression tests were conducted at a constant axial strain rate, with a small unloading and reloading during the monotonic loading to investigate the effect of various densities and curing times on the mechanical properties of Liquefied Stabilized Soil (LSS).