Method for testing and evaluating mechanical heterogeneity of rock
An evaluation method and technology of rock mechanics, applied in the application of stable tension/pressure to test the strength of materials, preparation of test samples, measurement devices, etc., which can solve problems such as inability to deeply characterize rock mechanics heterogeneity.
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[0053] (3) Preparation of rock sample 1: the rock core column obtained in step (2) is processed, and uniformly processed according to rock mechanics test standards to obtain the disc-shaped rock with a diameter of 25 to 75 mm and a thickness of 10 to 40 mm sample. In the present invention, the preferred processing diameter is 50mm, and the thickness is 25mm disc-shaped described rock sample 1;
[0054] (4) According to the stress characteristics of the rock sample 1 under the splitting experiment, the rock sample 1 obtained in step (3) is divided into regions, and the experimental area and stress concentration are marked. The force is concentrated and the stress gradient is large. The central axis is far away from the top and bottom areas, and the tensile stress is almost equal. Only under the condition of equal tensile force, the difference in mechanical heterogeneity of rock samples can be evaluated by observing the deformation difference of a small area in the experimental...
Embodiment 1
[0070] The present invention takes the metagabbro in the deep well construction area as an example, and its method comprises the steps:
[0071] A1: Find out in detail the address structure of the formation where the metagabbro is located, select the evaluation area, and ensure that the core is well representative;
[0072] A2: Find out in detail the lithology, engineering characteristics, and weathering degree of the metagabbro, and evaluate the quality grade of the surrounding rock;
[0073] A3: Carry out vertical drilling and coring for the stratum to be evaluated for homogeneity, and continuously take 5 core pillars with a length of 20-30 cm, and the sampling distance of each core pillar in the same stratum shall not exceed 50 cm;
[0074] A4: Process the core column obtained in the above steps, and uniformly process it into a disc rock sample with a diameter of 50 mm and a thickness of 25 mm, thereby obtaining multiple split disc-shaped rock samples;
[0075] A5: Divide ...
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