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Measuring method of mesoscopic structure change law in soil stretching process

A technology of mesoscopic structure and changing rules, applied in the direction of applying stable tension/pressure to test the strength of materials, so as to avoid the concentration of tensile stress and accurately measure the effect of tensile strength of soil

Inactive Publication Date: 2015-12-30
HOHAI UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The current research on the tensile properties of soil is mainly to test its tensile strength at the macro level through direct or indirect test methods, and the influence of dry density, moisture content and other indicators on the tensile strength, and there is no test method It is possible to conduct further research on the tensile properties of the soil from the mesoscopic level combined with image processing technology to understand the change law of the mesoscopic structure of the soil during the stretching process

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  • Measuring method of mesoscopic structure change law in soil stretching process
  • Measuring method of mesoscopic structure change law in soil stretching process
  • Measuring method of mesoscopic structure change law in soil stretching process

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Embodiment 1

[0036] Example 1: The method for testing the meso-structure change law of the soil in the stretching process of the present invention includes the following steps:

[0037] (1) Making soil sample: Weigh the soil sample according to the dry density, and after the soil is mixed and cured, it is compacted in 5 layers in a mold. The shape of the prepared soil sample is similar to a dumbbell, and the two ends are cylindrical clamping ends. , The middle is a cubic stretch section, with a smooth transition between the two clamping ends and the stretch section (the radius of curvature is 2mm), the sample height is 40mm, and the center of gravity of the two clamping ends and the stretch section is on the same horizontal line . The floor plan of the mold is as figure 1 Shown. Maximum dry density obtained according to compaction test γ max =1.75g / cm 3 , The compaction of the sample is 95%, and the volume of the sample is 153.6cm 3 , The initial water content is 12%, and the calculated ma...

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Abstract

The invention discloses a method for testing a change rule of a microstructure in a soil stretching process. The method comprises the steps of (1) compacting a soil body in a die, manufacturing a soil body sample with two cylindrical holding ends at two ends and a cube stretching section in the middle, disassembling the die and removing the surface of an observation side to expose a fresh side of the sample; (2) fixing two holding ends of the soil body sample in two stretching clamps which are adaptive to the holding ends in size; (3) calibrating a stretching device, then setting a loading rate and beginning to apply continuous stretching load; (4) collecting images of detail structures of the soil body under different stress states; (5) fusing and splicing the collected images; and (6) extracting parameters of the microstructure with processed images to perform quantitative analysis. According to the method, through the observation and the later quantitative analysis of the soil body detail structures in the stretching process, analysis of a tensile fracture mechanism of the soil body and building of a tensile fracture criterion are facilitated.

Description

Technical field [0001] The invention relates to a testing method in geotechnical engineering, in particular to a testing method for the meso-structure change law of soil in the process of stretching. Background technique [0002] In the field of rock and soil, the failure of rock and soil includes compression and shear failure and tensile failure. In recent decades, people have been very mature in the study of the compression and shear properties of soil, but the study on the tensile failure of soil is still Stagnant in the preliminary stage, this is mainly due to the fact that the tensile strength of the soil is relatively small compared to its shear strength, which is often ignored. However, the tensile failure of the soil often directly or indirectly leads to the instability or damage of the geotechnical structure. For example, the excavation of an underground building leads to the collapse of the superstructure, the landslide of the soil slope under the action of external for...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/08
Inventor 崔猛易进翔洪宝宁刘鑫方庆军朱俊杰化君晖
Owner HOHAI UNIV
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