Groundwater flow is considered as a major contributor for erosion that may result in landslides of natural hill slopes and shallow and deep-seated failures of engineered embankments. In this study, erosion mechanisms of a sandy loam slope due to groundwater flow were investigated using a three-dimensional physical model. For this purpose, an erosion flume with dimensions of 100 cm long, 50 cm wide and 60 cm high was constructed in the laboratory. The physical slope model with a 45 degree slope angle was compacted in 2.5 cm lifts to obtain a homogenous sandy loam slope. The groundwater flow was generated under a piezometric head of 50 cm-water that was applied at the water reservoir located at one end of the erosion flume. The groundwater flow directed from the water reservoir (upstream) seeped out of the slope surface at the other end of the flume (downstream). Soil particles became entrained in the seepage flow that exfiltrated the slope surface at the saturated zone. The extent of the cavity due to seepage erosion progressed upstream via sapping during the experiment and the height of the cavity reached the crest of the slope at the end of the experiment. Seepage erosion did not affect the steady-state pore-water pressures.
