DEPTH-DEPENDENT SOIL FLUIDIZATION UNDER CYCLIC LOADING- AN EXPERIMENTAL INVESTIGATION

Past studies have shown that shallow subgrade soil can transform to a slurry (i.e., fluidization) under unfavourable cyclic loading. However, the depth-dependent behaviour of soil parameters during this process has not been properly understood. The current study utilised a large-scale cylindrical test rig, where instrumentation was installed to observe the soil behaviour along the depth of the test specimens under cyclic loading, to examine and quantify the onset of soil fluidization. The results show that excess pore water pressure (EPWP) tends to rise more at the upper layers causing zero-effective stress, while void ratio expands rapidly within the deteriorated soil fabric making the water content approach the liquid limit of soil when internal moisture migration occurs from the bottom to the top of specimen. The larger the cyclic load, the deeper the fluidized zone and the faster the fluidization. The study also suggests that the zero-effective stress condition alone cannot interpret the inception of soil fluidization, hence the change in void ratio and the liquidity index during the application of cyclic loading should also be considered in tandem.