Figure 8.
Effect of bedrock step (y/h) and bedrock length X2 against normalised flow rate required for a slope failure for soil thicknesses of (a) h = 1·25 m and (b) h = 1·5 m
Effect of bedrock step (y/h) and bedrock length X2 against normalised flow rate required for a slope failure for soil thicknesses of (a) h = 1·25 m and (b) h = 1·5 m
