An Experimental Study on Settlement due to the Mutual Embedding of Miscellaneous Fill and Soft Soil

Figure 12

Comparison of calculated values with test results of mutual embedding settlement: (a) with 25 kPa external loading; (b) with 50 kPa external loading; (c) with 100 kPa external loading; (d) the sample with 25 mm glass beads.

(a)

(b)

(c)

(d)