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Conductive polymer-based soil deformation monitoring system and method

A conductive polymer and soil deformation technology, which can be used in basic structure tests, basic structure engineering, construction, etc., can solve the significant effects that cannot reflect the stability of geosynthetics structures, the lack of pertinence in calculation methods, and the impact of popularization and technological development to achieve the effect of reducing the risk of soil damage, low cost and good durability

Active Publication Date: 2013-10-02
SHANDONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the research on the mechanism of reinforcement-soil interaction and calculation and analysis methods lags behind the development of engineering practice, which shows that the calculation results according to some existing methods cannot reflect the significant role of geosynthetics in improving the stability of structures
This shows that the reinforcement mechanism of geosynthetics and the possible failure mode of the reinforced soil have not been clarified, which makes the calculation method lack pertinence. In this way, the reinforcement application of geosynthetics has a certain blindness and is not May seriously affect its promotion and technological development
In addition, in order to understand the stability of reinforced soil engineering in the whole life cycle, external stability indicators such as settlement and horizontal displacement of some discrete points of reinforced soil are generally monitored, but practice shows that only the internal damage state of reinforced soil develops to To a certain extent, there will be obvious changes in settlement, etc., which often delays the best reinforcement time
In view of the above reasons, people began to strengthen the field test and research on the internal stability index of reinforced soil, but the current test methods are still far from perfect

Method used

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  • Conductive polymer-based soil deformation monitoring system and method
  • Conductive polymer-based soil deformation monitoring system and method
  • Conductive polymer-based soil deformation monitoring system and method

Examples

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Effect test

example 1

[0046] Example 1: Subgrade 1 deformation monitoring

[0047] During road construction, in order to ensure the stability of the subgrade 1 , reinforcement measures are generally adopted, that is, the method of reinforcing soil is used to protect the overall stability of the subgrade 1 .

[0048] like image 3 As shown, according to the actual situation of the project, carbon black will be used as the filler (the relationship between resistivity and strain is The conductive polymer 2 reinforcement material is laid into the subgrade 1 . In order to make the conductive polymer 2 effective, several layers can be laid. Each laying layer needs to be compacted together with the roadbed 2, select a suitable number of measuring points on each layer of conductive polymer 2, connect firmly with the wire 8 and lead the wire 8 out. After the subgrade 1 project is completed, the reinforcement 3 and the soil are deformed with time, so the deformation monitoring is carried out in a fixed pe...

example 2

[0049] Example 2: Deformation Monitoring of Reinforced Retaining Wall

[0050] like Figure 4 As shown, in the construction of the retaining wall, in order to ensure its stability, multiple layers of carbon nanotubes are laid inside the wall (the relationship between resistivity and strain is For the reinforcing material of the conductive polymer 2 of the filler, an appropriate number of measuring points is selected on each layer of the conductive polymer 2 , connected firmly with the wire 8 and the wire 8 is led out. A foot guard 5 is provided near the wall 4, and the wall 4 is set on the foundation 6. When the soil deforms, the reinforcement 3 also deforms thereupon, and at the same time gives the soil a counter force to reduce the force of the wall 4. Deformation to ensure its stability. After the deformation of the reinforcement 3, the resistivity changes, and the resistance at the tensioned place increases. The monitoring personnel conduct real-time monitoring through t...

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Abstract

The invention discloses a conductive polymer-based soil deformation monitoring system and a conductive polymer-based soil deformation monitoring method. The system comprises a soil body on which conductive polymer is laid, wherein the soil body on which the conductive polymer is laid is connected with a wireless data acquisition instrument through a wire; the wireless data acquisition instrument is connected with a network through a GPRS (General Packet Radio Service) module; the network is connected with a database through a network interface; the network is connected with the database and a server; the conductive polymer-based soil deformation monitoring system is integrated in an intelligent traffic system as required; smart conductive polymer has good durability and low cost; a sensor is not required to be embedded in a material according to a self-detection technology, so that the phenomena such as reduction in strength and performance of the material caused by implantation of an external sensor are avoided; the detection is accurate and timely and the performance is stable; a soil body fracture plane can be positioned by extracting reinforcing material deformation, stress characteristic information and the like; and a theoretical basis is provided for reinforcing and repairing the soil bodies such as a roadbed.

Description

technical field [0001] The invention relates to the field of civil engineering, in particular to a soil deformation monitoring system and method based on conductive polymers. Background technique [0002] In recent years, geotechnical materials (such as geogrids, etc.) synthesized by polymers have been widely used in geotechnical engineering such as embankments, slopes and retaining walls because of their high strength, corrosion resistance, flexibility, and convenient transportation. Reinforcement works. However, the research on reinforcement-soil interaction mechanism and calculation and analysis methods lags behind the development of engineering practice, which shows that the calculation results according to some existing methods cannot reflect the significant effect of geosynthetics on improving the stability of structures. This shows that the reinforcement mechanism of geosynthetics and the possible failure mode of the reinforced soil have not been clarified, which mak...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00
Inventor 崔新壮王海永隋伟郭峰高登攀文翠琴
Owner SHANDONG UNIV
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