Test device for simulating tunnel seismic response under fault movements and test methods
A fault dislocation and test device technology, applied in seismology, measurement device, vibration test and other directions, can solve the problem of inability to highly match, the authenticity and accuracy of the test results are not high enough, and the tunnel effect of fault dislocation shear action cannot be considered at the same time. and other problems to achieve the effect of improving authenticity and accuracy
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Embodiment 1
[0047] The test device for simulating the tunnel seismic response under fault dislocation according to the present invention is used for simulating normal faults, and its test method comprises the following steps:
[0048] (1) According to the surrounding rock parameters and similar ratios in the test plan, the test soil is reasonably proportioned, and the door 19 of the model test box 1 is opened for easy operation;
[0049] (2) Adjust the inclination angle of the guide rail 10 to make it consistent with the inclination angle of the fault fracture surface, adjust the loading rate of the hydraulic jack 15 and make it push the lifting drawer 4 upwards, and prepare space for the downward movement of the upper wall soil to reach the set value. Stop and fix the lifting drawer 4 after the displacement, and keep the lifting drawer 4 in the original vertical state by adjusting the stabilizer bar 2 during the whole process;
[0050] (3) Lay the prepared soil at the bottom of the model...
Embodiment 2
[0055] The test device for simulating the tunnel seismic response under fault dislocation according to the present invention is used for simulating a reverse fault, and its test method comprises the following steps:
[0056] (1) According to the surrounding rock parameters and similar proportions in the test plan, the test soil is reasonably proportioned and the test soil is placed in the model test box 1 and located on the side of the lifting drawer 4 away from the box door 19, and the model test is started. The door 19 of the box 1 is convenient for operation;
[0057] (2) Lay the prepared soil to the height of the bottom surface of the tunnel model at the bottom of the model test box 1, put the tunnel model in the length direction of the model test box 1, and one end of the tunnel model is close to the model test box 1 and opposite to the door 19 One end of the tunnel model, the other end of the tunnel model is close to the inner surface of the lifting drawer 4, and a detec...
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