Abstract: The characteristic features of undrained behavior of a silty sand are investigated for a range of initial conditions (e,p′) for both isotropic consolidation (CIU) and K consolidation (KU). The silty sand contains approximately ...

Abstract: The shear behavior of basalt fiber–reinforced polymer-reinforced seawater–sea sand concrete (BFRP-SSC) beams was investigated experimentally. The effects of several factors, including stirrup diameters (8, 10, and 12 mm), ...