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Experimental system and method for in-situ measurement of elastic modulus and shear strength of rock mass

A technology of elastic modulus and shear strength, which is applied in the direction of testing material strength by applying stable shear force, testing material strength by applying stable tension/pressure, and measuring devices, which can solve disadvantages, large experimental deviations, and increased The pressure device and the hole wall can not be fully coupled to achieve the effect of saving cost, reducing error, saving manpower, material and financial resources

Pending Publication Date: 2021-12-24
中铁十四局集团青岛工程有限公司 +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, there is no device in my country that integrates rock mass shear strength and rock mass elastic modulus testing. The method of measuring rock mass elastic modulus is mainly to put the pipe directly after drilling, and expand the drill hole as a whole after pressurization. , so that the relationship between deformation and stress is measured
Due to the nature of the rock formation and the impact of drilling on the rock mass, the pressurizing device and the hole wall cannot be fully coupled, which will eventually lead to a relatively large experimental deviation, which is not conducive to the actual construction.

Method used

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  • Experimental system and method for in-situ measurement of elastic modulus and shear strength of rock mass
  • Experimental system and method for in-situ measurement of elastic modulus and shear strength of rock mass
  • Experimental system and method for in-situ measurement of elastic modulus and shear strength of rock mass

Examples

Experimental program
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Effect test

Embodiment 1

[0048] An experimental system for in-situ measurement of elastic modulus and shear strength of rock mass, including ground fixing and control parts, elastic modulus testing device, and shear strength testing device;

[0049] Ground fixing and control part: including hydraulic pump 1, oil volume valve 2, visualization device 3, power supply 4 and working platform 6;

[0050]The hydraulic pump 1 pressurizes the hydraulic oil in the pressure-resistant rubber cap 19 when the measuring piston 11 is working and records the pressure. When the hydraulic oil in the pressure-resistant rubber cap 19 in the measuring piston 11 expands under pressure Record the volume change of the pressure-resistant rubber cap 19, and the working platform 6 is used to connect and fix the central casing 8 and the hydraulic pump 1, oil valve 2, visualization device 3 and power supply 4 on the ground;

[0051] Elastic modulus testing device: including central casing 8, drilling piston 10, measuring piston 11...

Embodiment 2

[0063] A method for in-situ measurement of elastic modulus of rock mass and shear strength, using the experimental system described in Embodiment 1 for in-situ measurement of elastic modulus of rock mass and shear strength, the specific steps are as follows:

[0064] S1: First use the drilling machine to drill a hole with a diameter of 150 mm and a depth of 150 mm to the specified depth at the target site, and round the hole wall without destroying the integrity of the hole;

[0065] S2: Adjust the working platform 6 to be horizontal, then sink the central casing 8 to the predetermined depth in the hole, fix the central casing 8 on the working platform 6, and drill on one side by the drilling piston (10) A small hole is drilled, and the depth is determined by the lithology of the previous drilling in the local area;

[0066] S3: Rotate the central casing 8 by 180° on the working platform 6, and at this time, the measuring piston 11 is aligned with the small hole drilled by the...

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Abstract

The invention relates to a system and a method for in-situ measurement of elastic modulus and shear strength of rock mass. The experiment system comprises: a ground fixing and control part, which comprises a working platform, a visualization device, a hydraulic pump and the like, and is used for fixing a test device at a preset position and realizing ground control and feedback of the whole measurement process; an elastic modulus testing device which comprises two rows of drilling pistons and measuring pistons which are positioned in a central sleeve, wherein the measuring pistons can laterally extend into small holes formed by the drilling pistons to measure the in-situ modulus of the rock mass; and a shear strength testing device which is formed by fixing a shear head and a shear plate at the head of a central sleeve through using connecting bolts, wherein the shear strength is calculated by determining shear failure curves of a rock mass under different stresses through graded pressurization of a hydraulic device. The experimental system can simply determine the elastic modulus and the shear strength of the rock mass under the in-situ condition according to the measured data through a point drawing method, and can be widely used for determining the properties of the rock mass in an engineering site.

Description

technical field [0001] The invention relates to the field of geotechnical engineering, and is mainly used for measuring the elastic modulus and shear strength of rock masses below a certain depth on the surface during the construction of geotechnical engineering, and provides reference equipment for engineering practice. Background technique [0002] In geotechnical engineering design and construction, it is necessary to obtain indicators such as deformation parameters and shear strength of rock mass. At present, the determination of rock strength is generally carried out by drilling and coring, that is, after drilling samples are processed into standard specimens in the laboratory, and then converted into on-site rock strength; however, this method will not be available during rock sampling and transportation. Avoid disturbing the rock, and have a relatively large impact on the mechanical properties of the rock. Rock deformation tests are generally done on-site, but such i...

Claims

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Application Information

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IPC IPC(8): G01N3/12G01N3/24
CPCG01N3/12G01N3/24G01N2203/0019G01N2203/0048G01N2203/0025
Inventor 李洪江曹元均杨海清何伟阮超宋康磊宋利
Owner 中铁十四局集团青岛工程有限公司
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