Device for testing consolidation and permeation of soil under action of coupling of chemistry and stress

A penetration test device and stress technology, applied in the field of geotechnical engineering, can solve problems such as difficulty in maintaining accuracy, inability to conduct penetration tests, and difficulty in meeting the sealing performance requirements of the test device, achieving convenient operation, simple structure, and good corrosion resistance. The effect of sex and sealing

Inactive Publication Date: 2013-01-16
LIAONING TECHNICAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the ordinary portable single-lever consolidation instrument used in the field of geotechnical engineering can only be used for conventional soil consolidation tests, and cannot be used for penetration tests, and for some soils whose mechanical properties are affected by chemical factors, such as tail For ore sand, it is impossible to avoid the corrosion of the test device by the chemical solution with a common consolidation instrument; in addition, it is difficult to meet the sealing performance requirements of the test device, which will make it difficult to maintain the accuracy of the soil consolidation and penetration test data

Method used

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  • Device for testing consolidation and permeation of soil under action of coupling of chemistry and stress
  • Device for testing consolidation and permeation of soil under action of coupling of chemistry and stress

Examples

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Embodiment Construction

[0010] Examples, see attached figure 1 , 2 , the soil consolidation and penetration test device under the chemical-stress coupling effect is to be provided with a pressurized frame 3 on the upper left side of the platen 4, and a lever wear sleeve 3-1 is connected to the lower end of the pressurized frame 3, and the platen 4 A frame rod support 4-1 is fixed below the left end, and the dress lever 5 is worn in the lever support 4-1 and the lever wear cover 3-1. There is a law code disc 6, and a law code 7 is provided on the law code disc 6. The pressure frame 3 above the platen 4 is provided with a grooved plexiglass osmotic consolidation container base 9 , and the bottom middle of the osmotic consolidation container base 9 is positioned and fixed with the platen 4 by a container positioning groove 9 - 1 . A consolidation cylinder 9-7 made of plexiglass is installed in the groove of the permeable fixed container base 9, and a layer of permeable stone 9-9 is arranged at the inn...

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Abstract

The invention belongs to testing equipment in the field of geotechnical engineering, and particularly relates to a device for testing consolidation and permeation of soil under the action of coupling of chemistry and stress. A pressurizing frame (3) is arranged on the left side of the top of a table plate (4); the lower end of the pressurizing frame (3) is connected with a lever penetrating sleeve (3-1); a lever support (4-1) is fixed under the left end of the table plate (4); a lever (5) penetrates through the lever support (4-1) and the lever penetrating sleeve (3-1); a balance weight (8) is arranged at the left end of the lever (5); a weight tray (6) is arranged below the right end of the lever (5); a weight (7) is arranged on the weight tray (6); a permeation and consolidation container base (9) with a groove is arranged in the pressurizing frame (3) on the table plate (4); an exhaust hole (9-4) and a water draining hole (9-6) are formed in a pressurizing piston (9-5); the pressurizing piston (9-5) is provided with an arc-shaped pressing block positioning groove (9-11); and the arc-shaped pressing block positioning groove (9-11) is connected with a pressing block (17). The device is simple in structure and convenient to operate, and has excellent corrosion resistance and tightness.

Description

technical field [0001] The invention belongs to test equipment in the field of geotechnical engineering, in particular to a test device for consolidation and penetration of soil under chemical-stress coupling action. Background technique [0002] At present, the ordinary portable single-lever consolidation instrument used in the field of geotechnical engineering can only be used for conventional soil consolidation tests, and cannot be used for penetration tests, and for some soils whose mechanical properties are affected by chemical factors, such as tail For ore sand, the corrosion of the test device by the chemical solution cannot be avoided with a common consolidation instrument; in addition, it is difficult to meet the sealing performance requirements of the test device, which will make it difficult to maintain the accuracy of the soil consolidation and penetration test data. Contents of the invention [0003] The object of the present invention is to overcome the above...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N15/08G01N33/24
Inventor 梁冰金佳旭刘泳蔚海龙郑训臻
Owner LIAONING TECHNICAL UNIVERSITY
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