Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study

Table 6

Test details of the CL samples.

Specimen identification	LAT (mm)^a	Dry density^b, dr (mg/m^3)	Void ratio before test^c, e	Saturated hydraulic conductivity, ksat (m/s)
CL-60	0	1.40	0.929	3.80 × 10^−5
CL-61	10	1.43	0.896	1.01 × 10^−6
CL-62	20	1.46	0.864	1.85 × 10^−7
CL-63	30	1.50	0.834	3.40 × 10^−8

^aThickness of LAT layer; ^bdry density of the whole sample; ^cvoid ratio of the whole sample.