Model Tests on the Antibreaking Countermeasures for Tunnel Lining Across Stick-Slip Faults

Table 1

Test schemes.

Operating conditions	Experiment content	Remarks
1	The concrete of the secondary lining is C25	Contrast condition
2	The concrete of the secondary lining is C35	Structural strengthening to antibreaking
3	The concrete of the secondary lining is C35, adopting the reducing dislocation layer of the thickness of 10 cm	Structural strengthening to antibreaking and lateral reducing dislocation joint
4	The concrete of the secondary lining is C35, adopting the reducing dislocation joint of the interval of 12 m	Structural strengthening to antibreaking and longitudinal reducing dislocation joint
5	The concrete of the secondary lining is C35, adopting the reducing dislocation layer of the thickness of 10 cm and the reducing dislocation joint of the interval of 12 m	Structural strengthening to antibreaking, longitudinal and lateral reducing dislocation joint