Rock temperature-permeation-stress-chemical coupling multifunctional test system and operation method thereof
A test system, multi-functional technology, applied in scientific instruments, strength characteristics, and the use of stable tension/pressure to test the strength of materials, etc., can solve the problem of affecting the accuracy of test control and measurement, improve the maintenance cost of test equipment, and increase the test cost. and other problems to achieve the effect of reducing the test wind, avoiding corrosion, and accurately controlling the temperature
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Embodiment 1
[0053] Such as Figures 1 to 9 As shown, a rock-soil temperature-permeation-stress-chemical coupling multifunctional test system includes a vertical loading device 1, a chemical solution isolation device, a pressure control device, a pressure chamber 4, a volume change measurement device 5, and a temperature control device 6 and computer 7, through the computer 7 controlling the vertical loading device 1, chemical solution isolation device, pressure control device, pressure chamber 4, volume change measurement device 5 and temperature control device 6, various geotechnical test operations are completed.
[0054] The chemical solution isolation device includes a first chemical solution isolation device 2-1 and a second chemical solution isolation device 2-2; the first chemical solution isolation device 2-1 and the second chemical solution isolation device 2-2 both include a base 2-8. The plexiglass cylinder 2-7 installed on the base 2-8, the upper cover 2-18 placed on the top o...
Embodiment 2
[0073] The operation method of the geotechnical temperature-permeation-stress-chemical coupling multifunctional test system of the present invention comprises the following steps:
[0074] Turn the control switch 5-4 in the volume change measuring device 5 to "volume change", and then turn the steering switch 5-5 to "upward flow", so that the confining pressure volume controller 3-2 and the volume change measuring device 5's first The two water storage chambers 5-8 are connected, and the first water storage chamber 5-6 of the volume change measuring device 5 will be connected with the pressure chamber 4-1; during the test, the volume of the sample 4-32 will be Changes occur, in order to maintain the confining pressure of the inner cavity 4-1 in the pressure chamber 4 required in the test, the confining pressure volume controller 3-2 injects water into the second water storage cavity 5-8, pressurizes, and the second water storage The cavity 5-8 squeezes the first water storage ...
Embodiment 3
[0076] A, saturated soil triaxial test under temperature-permeation-stress-chemical coupling condition, the operation steps of this invention are:
[0077] Step 1: Pipeline connection, such as figure 1 Close the first high-pressure ball valve 4-30, the second high-pressure ball valve 4-29 and the fifth high-pressure ball valve 4-31 as shown, and the tee 2-17 of the first chemical solution isolator 2-1 passes through the sample base 4-8. The fifth passage 4-21 of the backpressure cap 4-7 communicates with the fourth annular water storage cavity 4-13, and the tee 2-17 of the second chemical solution isolator 2-2 communicates with the base 4-1 of the pressure chamber The second channel 4-23 of 24 is connected.
[0078] Step 2: Prepare before the test, remove the air bubbles in the instrument and the pipeline by pressurizing and injecting water, fill the instrument with the liquid required for the test, and complete the installation of the sample. The first chemical solution isol...
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