Advances in Civil Engineering

Research Article

Influence of Loosely Bound Water on Compressibility of Compacted Fine-Grained Soils

Table 5

Permeability coefficients of soil samples with the same or .
Samplek (cm/s)k (cm/s)
CH0.811.53 × 10−60.337.57 × 10−5
MH4.47 × 10−66.50 × 10−5
CL6.61 × 10−58.01 × 10−5
ML6.95 × 10−54.71 × 10−5
SC1.15 × 10−48.21 × 10−5
Note: is the initial conventional void ratio; is the initial modified void ratio; k is the permeability coefficient.