Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents

Figure 7

Comparison between simulated and experimental results for Wenzhou clay based on test data reported by Bian [23]: (a) 5 m and 12.5 m; (b) 7.5 m and 15 m; (c) 10 m and 17.5 m; (d) 20 m and 22.5 m.

(a)

(b)

(c)

(d)