[0004] In the patent No. CN 201510200464.1, the patent name is: A pressurized strike-slip fault dislocation
simulation device and simulation experiment method discloses a simulation device, which can simulate fault dislocation under the action of gravity stress , does not consider the influence of the initial
structural stress, which is inconsistent with the actual
engineering geological conditions, and cannot simulate the
impact of fault dislocation on the safety and stability of the tunnel under the real true three-dimensional initial stress environment
[0005] A test device is disclosed in the patent No. CN 201620006494.9 and the patent name is: Destruction test device for simulating tunnel crossing obliquely staggered active faults. The influence of initial in-situ stress does not match the actual
engineering geological conditions, and it is impossible to simulate the
impact of fault dislocation on tunnel
operation safety and stability under the real true three-dimensional initial in-situ stress environment
[0006] In the patent No. CN 201720049666.5, the patent title is: A
test chamber device for testing tunnel
normal fault stick-slip dislocation patent discloses a
test chamber device, which includes a
simulation test chamber and a jack, capable of simulating high seismic areas Aiming at the anti-seismic and shock-absorbing effect of the fault zone, the
model test device is prone to sideways during the fault dislocation process, and it cannot simulate the influence of fault dislocation on the safety and stability of the tunnel under the real true three-dimensional initial stress environment.
[0007] In the patent No. CN 201810860128.3, the patent name is: Tunnel fault dislocation
model test device and dislocation
model test system discloses a model test system, which consists of an outer box, an inner box, a loading device and a measuring device. The thrust is applied to the inner box to simulate fault dislocation, and the force and deformation law of the tunnel under the fault dislocation state can be obtained, but the influence of inclined structural faults cannot be considered, and the
impact of fault dislocation under the real true three-dimensional initial stress environment cannot be simulated. Influence of tunnel
operation safety and stability
[0008] In the patent No. CN 201910049175.4, the patent name is: A three-dimensional similar
physical test device for simulating fault dislocation discloses a test device, which uses a transparent acrylic board rectangular box as a loading reaction device to simulate shallow buried Fault dislocation, but the device is not rigid enough to simulate the influence of deep faults, nor can it simulate the impact of fault dislocation on tunnel
operation safety and stability under the real true three-dimensional initial stress environment
[0009] In the patent No. CN 201911125822.1, the patent title is: Test device and method of use for simulating the mechanism of
active fault damage to tunnel damage, a test device is disclosed, which can simulate the influence of fault dislocation on tunnel damage under the action of its own weight, but The influence of the initial
structural stress is not considered, which is inconsistent with the actual engineering geological conditions, and it is impossible to simulate the impact of fault dislocation on the safety and stability of the tunnel under the real true three-dimensional initial stress environment.
[0010] (7) In the 9th issue of "Journal of
Rock Mechanics and
Engineering" in 2008, "
Physical Model Test Research on Subway Tunnel Crossing
Ground Fissure Zone", a model test device was introduced, which can simulate the influence of
ground fissure dislocation on tunnel operation, However, the influence of true three-dimensional initial in-situ stress is not considered, which is inconsistent with the actual engineering geological conditions, and it is impossible to simulate the influence of fault dislocation on tunnel operation safety and stability under the real true three-dimensional initial in-situ stress environment.
[0011] (8) In the 7th issue of "Journal of Tongji University" in 2012, the article "The Influence of Reverse Fault Stick-slip
Dislocation on Highway Tunnels" introduced a model test device. The influence of faults with different dip angles on the stability of the tunnel, but the influence of the true three-dimensional initial stress is not considered, which is inconsistent with the actual engineering geological conditions, and it is impossible to simulate the influence of fault dislocation on the safety and stability of the tunnel under the real true three-dimensional initial stress environment.