Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment

Table 4

Loess-lime (volume ratio: 3 : 7) penetration test results.

Radial pressure (kPa)	100	200	300	400
Permeability coefficient (cm/s)	7.6 × 10^−7	6.4 × 10^−7	6.4 × 10^−7	6.0 × 10^−7