Multifunctional tilt table device used for testing interfacial shear strength characteristics of geotechnical synthetic material

A geosynthetic material, shear strength technology, applied in the direction of using a stable shear force to test the strength of the material, can solve the problems affecting the reliability of the test results, reflect the speed error, uneven rotation speed of the inclined plate, etc., and achieve the test results. The effect of high precision and reliability, high reliability and stability, and high degree of automation

Inactive Publication Date: 2014-08-27
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, these two inclined plate instruments cannot meet the requirements of the shear strength test of the interface of the geomembrane anti-seepage body on the dam surface under different working conditions and loading conditions, and their shortcomings are mainly manifested in the following aspects:
[0006] (1) The automation degree of the instrument is low, and the inclination angle of the sample interface is changed by manually rotating the threaded rod or the manual hydraulic jack to lift and rotate the inclined plate. Manual operation will cause uneven rotation speed of the inclined plate, which is prone to jumping rotation. The operation itself will affect the stability of the sample and the reliability of the test results;
[0007] (2) The judgment of the instability of the sample interface is realized by reading the angle between the slant plate and the horiz...

Method used

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  • Multifunctional tilt table device used for testing interfacial shear strength characteristics of geotechnical synthetic material
  • Multifunctional tilt table device used for testing interfacial shear strength characteristics of geotechnical synthetic material
  • Multifunctional tilt table device used for testing interfacial shear strength characteristics of geotechnical synthetic material

Examples

Experimental program
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Effect test

Embodiment 1

[0031] Implementation example 1: Now take a short-term shear strength characteristic test of the geomembrane anti-seepage body interface on the surface of a rockfill dam as an example to illustrate the use of the multi-functional inclined plate instrument in the short-term test mode. The test steps of interface short-term shear strength characteristics are as follows:

[0032] (1) Slant plate return to zero: Control the stepper motor 6 through the control and acquisition system 18 to return the inclination angle of the swash plate 2 to zero, place it horizontally on the base 1, and place the lower shear box 8 on the concave shape of the slant plate surface Predetermined position on the guide rail 11;

[0033] (2) Sample filling and installation: Fill the cushion material layer by layer in the lower shear box 8 according to the relevant requirements until it is flush with the top of the lower shear box 8; place the geosynthetic material sample 12 in the lower shear box 8 on th...

Embodiment 2

[0038] Implementation example 2: Now take a long-term shear strength characteristic test of the geomembrane anti-seepage body interface on the surface of a rockfill dam as an example to illustrate the use of the multi-functional inclined plate instrument in the long-term test model.

[0039] Considering the creep effect of geosynthetics, an overview of the test method for the long-term shear strength characteristics of the interface: According to the short-term shear strength values ​​of the interfaces obtained from the short-term shear strength test of the interface, F1, F2, F3...Fi are respectively taken according to the dam slope design code Waiting for a set of safety factors, after the short-term shear strength parameters are respectively assigned to the corresponding safety factors, a set of reduced stable inclination angles such as α1, α2, α3...αi are obtained; then for each stable inclination angle, the long-term load The interface shear test is to test whether the inte...

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Abstract

The invention discloses a multifunctional tilt table device used for testing the interfacial shear strength characteristics of a geotechnical synthetic material. The multifunctional tilt table device comprises a testing stand, an inclined plane control mechanism, a shearing box unit, a vertical loading mechanism and a measurement and control system, wherein the inclined plane control mechanism drives a tilted plate of the testing stand through a motor so as to allow the tilted plate to rotate to any inclination angle and can fix the tilted plate at a certain inclination angle through hydraulic jacks, shearing boxes are placed on concave guide rails on the surface of the tilted plate, a geotechnical synthetic material sample is installed between upper and lower shearing boxes, multiple layers of inclined shearing interfaces are formed through rotation of the tilted plate, the vertical loading mechanism comprises two loading devices used for short-term and long-term characteristic testing of the interfaces, the measurement and control system composed of a sensor, a control and acquisition system and a computer carries out real-time monitoring on stress and displacement of the upper and lower shearing boxes and the sample, determines a critical interface instability inclination angle according to displacement and pull-up curve abrupt change points and calculates shear strength of each interface according to stress analysis. The multifunctional tilt table device can be used for short-term and long-term characteristic testing of a single layer or multiple layers of interfaces.

Description

technical field [0001] The invention relates to a multifunctional inclined plate instrument for testing the interface shear strength characteristics of geosynthetic materials, which belongs to the technical field of hydraulic structure and material testing. Background technique [0002] Due to the advantages of strong ability to adapt to different deformations, short construction period, low cost, land saving and low-carbon environmental protection, geomembranes are increasingly used as anti-seepage bodies on the upstream face of rockfill dams. The geomembrane anti-seepage body on the rockfill dam surface is generally composed of multi-layer materials such as cushion, composite geomembrane (two cloth and one film or one cloth and one film + geotextile) and protective layer. Due to the low shear strength of the interface between geosynthetic materials such as geomembrane and geotextile and earth-rock materials, the dam surface anti-seepage body composed of multi-layer materia...

Claims

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Application Information

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IPC IPC(8): G01N3/24
Inventor 吴海民束一鸣张宪雷刘云锋
Owner HOHAI UNIV
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