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

Table 1

Loess compaction test results.

Water content (%)	11.5	13.3	15.8	17.4	18.9
Dry density (g/cm^3)	1.45	1.52	1.63	1.55	1.48