True triaxial fracture seepage continuous test system and method
A test system, true triaxial technology, applied in the direction of applying stable tension/pressure to test material strength, measuring device, permeability/surface area analysis, etc., can solve the problem of fracture closure, single test plan, and can not truly reflect the fracturing effect and other issues to achieve the effect of optimal design
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Embodiment 1
[0048] This embodiment describes the structure of the true triaxial fracturing seepage continuous testing system, see figure 1 , which includes a fracturing seepage continuous testing system 1, a true triaxial loading system 2, a confining pressure injection system 3, an acoustic emission monitoring system 4, a servo control system 5 and a data acquisition and control system 6, which can be controlled by a pneumatic reversing valve 11 Under the action of temperature field, seepage field and stress field, simulate the actual stress, temperature and seepage conditions of the rock in the formation, and conduct continuous test of fracturing seepage on the specimen , to test the fracturing effect of the rock mass, and monitor the crack initiation, expansion, opening and closing characteristics of the cracks generated by the fracturing through the acoustic emission monitoring system 4, observe and analyze the formation and expansion mechanism of the cracks, and provide hydraulic frac...
Embodiment 2
[0064] In this implementation example, a 100×100×100mm shale specimen is taken as an example to illustrate the testing method using the above system. The fracturing method is hydraulic fracturing, the seepage medium is carbon dioxide, and the formation is simulated at a depth of 800m at a temperature of 100°C.
[0065]Step 1: Before the test, according to the test requirements, drill a center hole of φ10mm and a depth of 50mm in the cubic shale test piece 17 of 100×100×100mm, insert the fracturing steel pipe into the simulated wellbore 33, and seal the hole.
[0066] Step 2: Put the processed test piece 17 into a cubic rubber barrel 19 of corresponding size, and seal it with glue. After the sealant is dry, put it into the true triaxial high pressure chamber 20.
[0067] Step 3: Connect the fracturing pipeline 22 and seepage pipeline 21 required for the test, inject pure water into the autoclave body 20-3 of the true triaxial high pressure chamber, tighten the cover plate 20-1 ...
Embodiment 3
[0073] In this embodiment, a 300×300×300mm coal rock specimen is taken as an example, the fracturing method is hydraulic fracturing, the adsorption medium is methane, and the formation is simulated at a depth of 100m, and the temperature is 150°C.
[0074] Step 1: Before the test, according to the test requirements, drill a central hole of φ10mm and a depth of 150mm in the cubic test piece 17 of 300×300×300mm, insert the fracturing steel pipe to simulate the wellbore 33, and seal the hole;
[0075] Step 2: Put the processed test piece 17 into a cubic rubber barrel 19 of corresponding size, and seal it with glue. After the sealant is dry, put it into the true triaxial high pressure chamber 20.
[0076] Step 3: Connect the fracturing pipeline 22 and seepage pipeline 21 required for the test, inject pure water into the autoclave body 20-3 of the true triaxial high pressure chamber, tighten the cover plate 20-1 of the true triaxial high pressure chamber, and preload Corresponding...
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