Study on Prediction Method for Postconstruction Settlement of Loess Fill Foundation in Northern Shaanxi, China

Table 5

Settlement stability time of loess fill foundation with different compaction coefficients.

Compaction coefficient

0.87

0.90

0.93

0.95

Fill thickness

10 m

20 m

30 m

10 m

20 m

30 m

10 m

20 m

30 m

10 m

20 m

30 m

Stable time (year)

Stable

2.5

4

Stable

1.5

2.5

Stable

1

2

Stable

0.9

1.5