Application of a Viscoelastic Model to Creep Settlement of High-Fill Embankments

Table 2

Creep parameters of every layer.

Fill stratum
3 m∼6 m	172.8312	0.0373	0.0072
6 m∼9 m	172.8342	0.0378	0.0103
9 m∼12 m	172.8387	0.0370	0.0174
12 m∼15 m	172.8377	0.0368	0.0385