Abstract: A test section was established next to a 40‐ft‐deep, braced excavation in soft to medium‐stiff, saturated clays in Chicago, Ill. Surface and subsurface three‐dimensional ground movements, pore water pressures, sheet‐pile ...

Abstract: An experimental investigation was conducted in order to evaluate the effectiveness of six new microfine cement grouts obtained by pulverizing three ordinary cements with different chemical composition. Both consolidated-undrained ...