Table 6 Displacement boundary condition test group U30 (304).

From: Research on stress field inversion and large deformation level determination of super deep buried soft rock tunnel

Number

\(\lambda_{G}\)

\(\lambda_{X}\)

\(\lambda_{Y}\)

\(\tau_{XY}\) (MPa)

1

1.110

0.760

0.880

15.660

2

1.118

0.767

0.889

15.802

…

 

…

…

…

29

1.322

0.953

1.141

19.648

30

1.330

0.960

1.150

19.790

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