A Solution of Subgrade Modulus for Response Displacement Method of Circular Underground Structures

Table 4

Fitting results for the displacement parameters (units: mm).

−1.51 E−04	7.03 E−04	2.84 E−02	2.01 E−03	−8.02 E−01	−2.16 E−02	5.78 E−02
−2.90 E−03	−6.49 E−04	2.41 E−02	−9.69 E−04	−3.77 E−01	6.73 E−03	1.89 E−02