Tension-shear test device and test method for jointed columnar rock
A test device and test method technology, applied in the direction of using a stable shear force to test the strength of materials, measuring devices, and using a stable tension/pressure test to test the strength of materials, etc., can solve the problems affecting the accuracy of the tensile shear test results, etc., To facilitate the study of other mechanical properties, avoid the effect of eccentricity, and simplify the structure of the device
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Embodiment 1
[0056] Embodiment 1: see Figure 1-5 , a tensile-shear test device for columnar rocks containing joints, comprising a test structure, a hydraulic servo control system 15, a data collector 16, a computer host 17 and a computer display 18.
[0057] The test structure includes a sample fixing unit, a tension generating unit, a supporting unit and a conversion unit.
[0058] The sample fixing unit includes an upper bonding block 9 and a lower bonding block 12, both of which are of stepped shaft structure, and the stepped shaft has two sections, and the upper bonding block Block 9 is positioned at the top of following bonding block 12, and one end that last bonding block 9 diameters is little and the end that lower bonding block 12 diameters are little are opposite, the lower surface of last bonding block 9 and the upper surface of following bonding block 12 Both are provided with vertical circular grooves, and the two circular grooves on the upper bonding block 9 and the lower bo...
Embodiment 2
[0069] Example 2: see Figure 1-5 , a tensile-shear test method for columnar rocks containing joints, using the tensile-shear test device for columnar rocks containing joints described in Example 1, the method steps are as follows.
[0070] S100: making a rock sample 11 containing joints.
[0071] S200: Install and fix the rock sample 11 into the test device.
[0072] S300: The host computer 17 sets a contraction rate for the hydraulic cylinder 1 through the hydraulic servo control system 15, and the hydraulic servo control system 15 controls the piston end 4 of the hydraulic cylinder 1 to contract at the set rate, so that the rock sample 11 is vertically Under tension, when the rock sample 11 is damaged by tension and shear, the hydraulic servo control system 15 controls the piston end 4 of the hydraulic cylinder 1 to stop shrinking, and the hydraulic servo control system 15 feeds back the shrinking time of the hydraulic cylinder 1 to the computer host 17.
[0073] S400: At...
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