Deep-buried tunnel crossing active fracture water inrush and mud inrush dynamic disaster test system and method
A dynamic disaster and test system technology, applied in soil material testing, material inspection products, etc., can solve problems such as high risk, delay in construction period, economic loss, etc., and achieve the effect of broad application prospects
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Embodiment 1
[0045] like Figure 1-3 As shown, Embodiment 1 of the present disclosure provides a dynamic disaster test system for deep-buried tunnels crossing active faults and water and mud inrush, including a box body 1, an osmotic pressure loading unit 2, an in-situ stress loading unit 3, an earthquake vibration loading unit 4, Hydraulic servo unit 5 , fracture dislocation unit 6 and data acquisition unit 9 .
[0046] Among them, the box body 1 is a model box, and the data acquisition unit 9 is a sensor buried in the rock-soil similar material of the box body 1, including a pressure sensor 10, a multi-point displacement meter 11, an osmotic pressure sensor 12 and an acceleration sensor 13 to monitor Rock and soil stress, displacement, seepage pressure and acceleration information during the test.
[0047] refer to Figure 4 As shown, two kinds of rock-soil similar materials can be filled in the box body 1, respectively simulating the fracture 7 and the normal surrounding rock 8 of the...
Embodiment 2
[0060] Embodiment 2 of the present disclosure provides a test method for dynamic disasters of water and mud inrush in deep tunnels crossing active faults, using the test system described in Embodiment 1, including the following steps:
[0061] Step 1: Fill two kinds of similar rock-soil materials in the box body 1. The fracture-similar material 7 is located in the center of the model box and is in the shape of a belt inclined at a certain angle. Material 8.
[0062] Step 2: Bury the data acquisition unit 9 while filling similar materials, and bury the pressure sensor 10, multi-point displacement gauge 11, osmotic pressure sensor 12 and acceleration sensor 13 in the normal surrounding rock 8 of the tunnel to monitor the excavation process of the tunnel. Stress, displacement, seepage pressure and seismic wave parameter changes. At the same time, an osmotic pressure sensor 12 is buried in the fracture 7 to monitor the change of osmotic pressure during the fracture dislocation pr...
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