Rock structural surface shearing method
一种结构面、岩石的技术,应用在岩石结构面剪切装置领域,能够解决未涉及到岩石剪切试验机研制等问题
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Embodiment 1
[0038] The shearing method of the rock structure plane of the present invention comprises the following steps:
[0039] (1) Fabrication and heating of test pieces: Maokou limestone hanging wall rock blocks and footwall rock blocks including rock structural planes were selected at the mine roadway engineering site. The rock blocks on the Maokou limestone rock structure surface and the footwall rock blocks are all cut into: length * width * height = 20cm * 10cm * 15cm test piece, on the rock structure face of Maokou limestone rock block 33, Four heating holes 20 are respectively processed on the rock block 32 of the footwall, and the depth is 2 / 3 of the thickness of the rock block sample, and then high-quality high-temperature resistant silicone oil 42 is injected into it, and the rubber plug 5 with a heating rod 25 is used to seal and heat the hole. Hole 20, glue and seal the rubber plug 5 and heating hole 20 with high temperature resistant glue, and tightly block the heating h...
Embodiment 2
[0045] This example adopts basically the same implementation method as Example 1, the difference is: step (1) heat the temperature of the high-quality heat-resistant silicone oil on the rock structure surface of Maokou limestone and in the heating hole of the footwall rock block to 100 °C, after heating for 5 hours, the average temperature value of the upper and lower rock blocks is 94.5 °C obtained by temperature sensors at various places on the upper wall rock block and footwall rock block of the rock structure.
[0046] The peak shear strength of the structural plane of Maokou limestone obtained under the above treatment conditions is 5.71±1.10MPa, and the peak dilation displacement is 1.03±0.27mm
Embodiment 3
[0048] This example adopts the same implementation method as Example 1, the difference is: step (1) heat the temperature of the high-quality heat-resistant silicone oil on the rock structure surface of Maokou limestone and in the heating hole of the footwall rock block to 150 °C, after heating for 5 hours, the average temperature value of the upper and lower rock blocks is 138.3°C obtained by temperature sensors at various places on the upper wall rock block and footwall rock block of the rock structure.
[0049] The peak shear strength of the structural plane of Maokou limestone obtained by the above treatment conditions is 3.89±0.95MPa, and the peak dilation displacement is 1.36±0.35mm.
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