Experimental study of pore water pressure development in soil when foam infiltrates into saturated sand

Abstract

: Foam is often used as an additive during tunneling in soft ground conditions in an Earth Pressure Balance (EPB) shield. Field measurements show that excess pore pressure builds up in front of the tunnel face during drilling and dissipates during standstill. This excess pore pressure will have con­ sequences over the tunnel face stability. In this study, the pressure transfer mechanism of a slurry driven shield is reviewed as a starting point for the mechanisms to be expected during drilling with an EPB shield. Foam in fi ltration tests were conducted to study the pore water pressure development during foam in fi ltration into saturated sand. The main focus is to investigate the change of pore water pressure during foam in fi ltration that can be expected during drilling of a tunnel. The results indicate that a pressure drop can be realized through the foam in fi ltrated area, thus the supporting pressure can be applied on the soils in front of a tunnel face. Further pressure development reveals that this foam in fi l­ trated area functions similarly as an internal cake in a slurry shield. Mechanisms of the pressure change are discussed.