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Tangential loading method for super-large rock mass structural plane shear test based on Lorentz force

An ultra-large size, shear test technology, applied in the field of indoor physical and mechanical tests, can solve problems such as potential safety hazards, data errors, damage, etc., to achieve the effects of improving accuracy and scientificity, reducing production costs, and ensuring mining safety

Active Publication Date: 2020-03-17
NINGBO UNIV
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AI Technical Summary

Problems solved by technology

However, for large open-air slopes, the size of the key structural surface of the overall slope and the composite step slope reaches tens of meters or even hundreds of meters. Due to the existence of the size effect of the structural surface shear strength, the traditional small indoor shear test The error of the obtained structural plane shear strength index is relatively large, so it is very necessary to conduct shear tests on super-sized rock mass structural planes
But there are the following problems: (1) The tangential load required for the super-large-scale rock mass structural surface shear test is very large, and the oil pressure loaded by the oil cylinder is very large, which has potential safety hazards; (2) The shear test at the end of the sample Loading in the same direction will cause local stress concentration, resulting in uneven distribution of tangential load, and the end of the sample will be damaged before the structural surface; (3) Arranging corbels on both sides, using multi-cylinder push method can realize tangential loading, but the The steel plate in the leg needs to penetrate the sample, which greatly damages the integrity of the sample, seriously affects the stress distribution in the rock mass, and there are large errors in the obtained data; (4) Considering safety issues, the test operator should stay away from the test The distance between the equipment is sufficient, and a long wire is required to transmit the control signal. Using a cable to transmit the signal will cause damage to the signal, and the waterproof, shock resistance, and anti-interference capabilities are not strong

Method used

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  • Tangential loading method for super-large rock mass structural plane shear test based on Lorentz force

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Embodiment Construction

[0023] Below in conjunction with the present invention will be further described.

[0024] refer to figure 1 , a kind of tangential loading method based on the Lorentz force shear test of super-large-scale rock structural plane, the method comprises the following steps:

[0025] (1) Based on the shear instability data of large-scale rock mass structural planes, after statistical analysis, the test requirements for shear tests of super-large-scale rock mass structural planes are determined, including the density, size, elastic modulus, Poisson's ratio and strength of wall rocks, etc. Physical and mechanical parameters, physical and mechanical parameters such as the size and shape characteristics of the structural surface, and stress environments such as normal force, shear force and shear rate;

[0026] (2) According to the physical and mechanical parameters of the wall rock and the structural surface determined in step (1), refer to the "Code for Design of Concrete Structures...

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Abstract

The invention discloses a tangential loading method for a super-large rock mass structural plane shear test based on Lorentz force. The method is characterized in that according to shear instability data of a large rock mass structural plane, physical and mechanical parameters of wall rock and the structural plane of the super-large rock mass structural plane shear test are determined after statistical analysis, a cuboid steel mold is adopted for pouring a concrete lower sample of the super-large rock mass structural plane, and an upper sample is poured according to the same method; high-frequency current coils are arranged around an upper sample and a lower sample, and the magnitude and the direction of the Lorentz force are adjusted by changing the magnitude and the direction of currentin the coils; the determined data of the current in the high-frequency coil is inputted into an intelligent computer, and the magnitude and the direction of the current in the high-frequency coil arecontrolled through a current sub-controller; in the test process, the optical fiber current sensor is stressed to deform under the action of a tangential load, data is transmitted to the intelligent computer through the optical fiber channel, and a tangential load of the shear test is corrected. The method is advantaged in that accuracy and scientificity of test results are improved.

Description

technical field [0001] The invention relates to a tangential loading method for a super-large-scale rock mass structural surface shear test based on Lorentz force, and belongs to the technical field of indoor physical and mechanical tests. Background technique [0002] With the rapid development of the economy, my country's investment in large-scale infrastructure in the central and western regions is increasing, such as large-scale hydropower projects, high-speed railways, deep resource mining, strategic oil reserves, and nuclear power projects. The construction of these projects is in While improving people's living standards and promoting further economic development, it has also brought about more engineering geological disasters, such as landslides, debris flows, rockbursts, earthquakes, etc., resulting in prominent rock mass stability and catastrophe problems in the engineering area. Threats to people's lives and property safety. After investigation and research, most o...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/24G01N3/02
CPCG01N3/24G01N3/02G01N2203/005G01N2203/0025G01N2203/0298
Inventor 刘广建杜时贵罗战友吕原君雍睿
Owner NINGBO UNIV
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