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Shear test method for oversized anchorage structural surfaces

A shear test and anchoring structure technology, applied in the field of indoor physical and mechanical tests, can solve the problems of sample diameter crushing, large stress concentration, etc., and achieve the effects of low cost, improved matching, and convenient use

Active Publication Date: 2022-04-15
NINGBO UNIV
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Problems solved by technology

Some scholars have proposed a full-scale shear test. The length of the structural surface reaches several meters or even tens of meters, the number of anchor rods required reaches dozens, and the shear force reaches thousands of tons. This is a super-large-scale shear test. Larger stress concentration often occurs at the force point, resulting in the diameter of the sample being crushed

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  • Shear test method for oversized anchorage structural surfaces
  • Shear test method for oversized anchorage structural surfaces

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Embodiment Construction

[0018] The present invention will be further described below.

[0019] Such as figure 1 As shown, a shear test method for an oversized anchorage structural surface includes the following steps:

[0020] (1) According to the principle of indoor sample similarity ratio, a number of cement-based samples containing anchor rods are made. The samples are cubes with bosses, and the specific dimensions are as follows: figure 1 As shown in (a), the side bosses are rectangular, the side length of the sample is 4l, 0.4m≤l≤0.8m, the rectangular bosses are square, the side length is 0.5l, and the spacing is l;

[0021] (2) During the sample preparation process, the anchor rod is inserted, the full-length bonded anchor is installed, and the high temperature and high pressure multifunctional fiber grating sensor is arranged at the same time. The distance between the structural surface and the vicinity of the boss is 0.1m, and the distance between other positions is 0.2m;

[0022] (3) Combi...

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Abstract

A shear test method for super-large anchorage structural surfaces, comprising the following steps: (1) making a plurality of cement-based samples containing anchor rods according to the principle of indoor sample similarity ratio, the samples are cubes containing bosses, and the side bosses are They are respectively rectangular, and the rectangular bosses are square; (2) insert anchor rods during the sample preparation process, and arrange high temperature and high pressure multifunctional fiber grating sensors at the same time; (3) combine the samples into series-sized multi-block samples; (4) Prepare a shear test loading module that matches the series of super-sized samples; (5) Use the monitored stress, strain, displacement and acoustic emission information to judge the stress of the boss; (6) Repeat steps (1 )—(5) That is, the shear test design of the super-large anchorage structure surface with triangular bosses is carried out. The invention improves the matching, rationality and scientificity of the test results, and can solve the difficulty in installing super-large samples, and reduces the safety hazard in the shearing test process.

Description

technical field [0001] The invention belongs to the technical field of indoor physical and mechanical tests, and in particular relates to a shear test method for super-large anchorage structural surfaces. Background technique [0002] Rock slope is closely related to human living environment and geological engineering activities, and it is one of the most basic and extremely important natural geological environments. With the rapid growth of population and the overexploitation of land resources, the slope problem has become one of the three major global geological disasters (sources) alongside earthquakes and volcanoes. In the process of human development, it conflicts, influences and coordinates with it all the time, and then achieves interdependence. Some rock slopes become permanent "artificial natural signs" after undergoing the process from unstable state to stable state. , integrated into the geological environment. With the construction of a large number of national...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/24
Inventor 杜时贵刘广建林杭雍睿罗战友夏才初胡斌
Owner NINGBO UNIV
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