Abstract: AbstractA series of triaxial creep tests were carried out on the rockfill material to investigate its creep behavior. The variations in the creep strain and particle breakage of the rockfill material were analyzed, as well ...

Abstract: A method for assessing the stability of slurry-supported trenches considering anisotropy and nonhomogeneity using the upper-bound theorem of limit analysis is presented. Only anisotropy and the nonhomogeneity of the cohesion ...