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Gravel-mixed clay tensile device and test method suitable for different gravel-mixed particle sizes

A tensile test and tensile device technology, applied in the measurement device, the use of a stable tension/pressure test material strength, the preparation of test samples, etc., can solve problems such as poor adaptability, and achieve strong adaptability and sample preparation. and test the effect of convenience

Active Publication Date: 2022-03-18
NANJING HYDRAULIC RES INST +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a kind of gravel-mixed clay tensile device and tensile test method suitable for different gravel-mixed particle sizes, so as to solve the problem that in the prior art, a mold can only be used for sample preparation corresponding to the maximum particle size of a kind of gravel. Trials, poorly adapted technical issues

Method used

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  • Gravel-mixed clay tensile device and test method suitable for different gravel-mixed particle sizes
  • Gravel-mixed clay tensile device and test method suitable for different gravel-mixed particle sizes
  • Gravel-mixed clay tensile device and test method suitable for different gravel-mixed particle sizes

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Effect test

Embodiment 1

[0076] Such as Figure 1-8 As shown, a gravel-mixed clay tensile device suitable for different gravel-mixed particle sizes includes a support plate 13, a loading module 1, a collection module 2 and a uniaxial tensile test mold arranged on the support plate 13.

[0077] The uniaxial tensile test mold is in the shape of a dumbbell as a whole, including a fixed part 7, a tension movable part 6 and a stretch section part between the two, and a cover plate 14. The width of the uniaxial tensile test mold is adjustable .

[0078] Wherein, the fixed part is fixedly connected with the supporting plate 13, and the movable part under tension is connected with the loading module 1 through a stretch rod, and a stress sensor 5 and a displacement sensor 4 are arranged on the stretch rod, and the stress sensor 5 and the displacement sensor 4 are connected through wires. 3 is electrically connected with the acquisition module 2.

[0079] The displacement sensor is used to detect the axial te...

Embodiment 2

[0103] Such as Figure 9 As shown, the method for carrying out the tensile test based on the above-mentioned gravel-mixed clay tensioning device applicable to different gravel-mixed particle sizes includes the following steps:

[0104] S1. Determine the sample size:

[0105] According to the maximum particle size of the gravel in the gravel-mixed clay sample, select the appropriate cross-sectional width and height of the tensile section of the sample, and set the maximum particle size L1 of the gravel in the gravel-mixed clay sample to be 5 cm. According to the regulations in the soil engineering test manual, Then the cross-sectional height and width of the tensile section of sample 15 are both 4L1, i.e. 20cm;

[0106] S2. Install the mold and prepare samples:

[0107] S21. According to the cross-sectional height and width of the tensile section of the sample determined in step S1, select the corresponding threaded holes in each group of first adjustment holes, second adjust...

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Abstract

The invention discloses a gravel-mixed clay tensile device and a tensile test method suitable for different gravel-mixed particle sizes. The device includes a support plate, a loading module, an acquisition module and a uniaxial tensile test set on the support plate. Mold; the uniaxial tensile test mold is in the shape of a dumbbell as a whole, including a fixed part, a tensile movable part, a tensile section between them, and a cover plate. The fixed part is fixedly connected with the support plate, and the tensile movable part passes through The stretching rod is connected with the loading module, and a stress sensor and a displacement sensor are arranged on the stretching rod. The device can adjust the width of the mold according to the width and height of the tensile section of the sample corresponding to the maximum diameter of the gravel in the admixture, and realize the uniaxial tensile test of gravel-mixed clay with different gravel particle sizes on one test device. Strong; fully considering the influence of the maximum particle size of the gravel on the clay sample mixed with gravel, it is closer to the construction site, and in the laboratory test, the sample preparation and test of the sample are more convenient.

Description

technical field [0001] The invention belongs to the technical field of geotechnical tensile test devices, and in particular relates to a gravel-mixed clay tensile device and a tensile test method suitable for different gravel-mixed particle sizes. Background technique [0002] Soil is the product of rock weathering, and has certain shear strength, compressive strength and tensile strength in terms of mechanical properties. However, in engineering construction, the tensile strength of soil is basically not used by people, so when the predecessors studied the strength of soil, most of them ignored the tensile strength of soil. However, it is an unavoidable problem that soil bears tensile stress sometimes in engineering, and tensile stress often occurs around tall buildings. Therefore, in recent years, the problem of soil tensile strength has become more and more prominent, which has aroused people's wide interest. [0003] The test methods for measuring the tensile strength ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/08G01N3/02G01N3/06G01N1/28G01D21/02
CPCG01N3/08G01N3/02G01N3/06G01N1/28G01D21/02
Inventor 杨鑫张凯向衍刘成栋沈光泽孟颖
Owner NANJING HYDRAULIC RES INST
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