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Sample preparation method of cylindrical soil sample for cohesive soil tensile strength experiment

A technology of tensile strength and cylindrical shape, which is applied in the field of sample preparation of cylindrical soil samples for cohesive soil tensile strength experiments, and can solve problems such as easy to pull apart, uneven distribution of soil strength, and large compaction

Active Publication Date: 2018-04-20
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

There are three shortcomings. First, the bonding force of the contact surface between the layers is weak and easy to pull apart; second, when filling, the layer is compacted, and the lower layer has a large compaction work and a high degree of compaction, resulting in uneven distribution of soil strength; Third, the shrinkage trend of the sample under the action of tension is limited near both ends of the sample. In addition to the action of tension, it is also subjected to shear force, which is a complex stress area, not a strict tension state.
Therefore, the data measured under this method cannot represent the true tensile strength of the sample

Method used

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  • Sample preparation method of cylindrical soil sample for cohesive soil tensile strength experiment
  • Sample preparation method of cylindrical soil sample for cohesive soil tensile strength experiment
  • Sample preparation method of cylindrical soil sample for cohesive soil tensile strength experiment

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Embodiment Construction

[0031] The technical solution of the method of the present invention will be described in further detail below in conjunction with the drawings and specific embodiments of the description.

[0032] The sample preparation method proposed by the invention can make the failure surface of the sample occur in the middle of the sample when the triaxial tensile strength test is carried out, and be located in the tensile stress distribution area of ​​the sample, so as to obtain representative tensile strength values ​​of cohesive soil.

[0033] The measures that the present invention takes have two points:

[0034] One is to change the production process of the sample to eliminate the weak surface formed by the horizontal layering and compaction of the sample, so that the sample has no original strength defects when it is pulled;

[0035] The second is to strengthen the end of the sample, which is greater than the strength of the middle part of the sample, so that the failure position...

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Abstract

The invention discloses a sample preparation method of a cylindrical soil sample for a cohesive soil tensile strength experiment. Three layers of cohesive soil are filled in a mold in the axial direction of the cylindrical soil sample, and each layer is compacted after filling; at the same time, the end strength of each layer is strengthened by a method for inserting reinforcing ribs at the end ofeach layer of the soil sample, so that the layered contact surface of the soil sample is parallel to a direction in which a tensile force is applied. According to the method provided by the invention, by strengthening the end strength of the sample and eliminating the strength defect of the sample in a tensile direction, the goal that the sample is destroyed in a tensile stress distribution areato obtain a real value of the tensile strength of the soil sample is achieved.

Description

technical field [0001] The invention discloses a method for preparing a cylindrical soil sample for the tensile strength test of cohesive soil. Background technique [0002] The method for making clay samples in conventional triaxial tensile tests is to fill in parallel layers (5 layers), that is, the direction of the applied tension is perpendicular to the contact surface of the soil layers (such as figure 1 ). There are three shortcomings. First, the bonding force of the contact surface between the layers is weak and easy to pull apart; second, when filling, the layer is compacted, and the lower layer has a large compaction work and a high degree of compaction, resulting in uneven distribution of soil strength; Third, the shrinkage trend of the sample under the action of tension is limited near both ends of the sample. In addition to the action of tension, it is also affected by shear force, which is a complex stress area, not a strict tension state. Therefore, when the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N1/28
CPCG01N1/286
Inventor 李国维王凯枫
Owner HOHAI UNIV
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