Table 3 BiDoseResp function parameter calculation results.

From: Optimization of the single-side drift method for shallow-buried tunnels under large eccentric pressure based on the BiDoseResp settlement model

 

Value

Standard error

A1

-27.34168

16.00571

A2

155.22681

5.35886

LOGx01

13.47593

3.52308

LOGx02

27.65859

0.29199

h1

0.04204

0.00792

h2

0.24903

0.04891

p

0.69619

0.0579