A Practical Design Method for Reducing Postconstruction Settlement of Highway Subgrade Induced by Soil Creep

Table 3

Settlement calculation results.

				OCR
1	2(1.0)	1	4.900	1.062	0.0227	0.021
2	3(4.5)	1	7.351	1.054	0.0231	0.032
3	2(7.0)	0.95	18.054	1.034	0.0242	0.023
4	2(9.0)	0.93	23.712	1.028	0.0245	0.023
5	2(11.0)	0.89	30.284	1.024	0.0248	0.023
6	2(13.0)	0.86	37.038	1.020	0.0251	0.023
Sum						0.145

Note: the number in parenthesis is the depth of the middle of each layer.