Unlock instant, AI-driven research and patent intelligence for your innovation.

Method for obtaining tunnel damping layer material

An acquisition method and technology of shock absorption layer, applied in the direction of using stable shear force to test material strength, using stable tension/pressure to test material strength, etc., can solve the difficulty of model test dynamic similarity ratio and the difficulty of multiple tests Repeated, laboratory can not be carried out and other problems, to achieve the effect of low cost, solve the problem of experimental error, easy to operate

Pending Publication Date: 2022-04-05
INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
View PDF0 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Aiming at the seismic response law and seismic design of tunnels, many model tests are carried out at present, which are shaking table model tests and centrifuge model tests. The best shock-absorbing layer material parameters are obtained through the shaking table model tests and centrifuge model tests. The inventor It was found that both model tests required professional test equipment, which made it impossible for most laboratories to carry out; at the same time, the dynamic similarity ratio of the two model tests was difficult to fully satisfy, and the test process was complicated, the test cost was high, and the test was difficult to repeat many times

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Method for obtaining tunnel damping layer material
  • Method for obtaining tunnel damping layer material
  • Method for obtaining tunnel damping layer material

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] This embodiment provides a method for obtaining materials for the shock-absorbing layer of the tunnel, such as figure 1 shown, including the following steps:

[0035] Step 1: Prepare surrounding rock similar materials and lining similar materials according to the predetermined geometric similarity ratio, density similarity ratio and stress similarity ratio.

[0036] The specific steps are:

[0037] Step 1.1: Design Test Similarity Ratio: The circular tunnel analysis area is taken from the center of the circle to the outside 2-3 times the diameter of the tunnel. According to the symmetry of the circular tunnel shape and the symmetry of the external load of the model under the earthquake, the actual analysis area is taken as four points one. Determine the size of the sample according to the size of the analysis area and the requirements of the indoor press for the sample, and then determine the geometric similarity ratio C of the test l . According to the density of s...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention relates to a tunnel damping layer material obtaining method. The method comprises the following steps that a surrounding rock similar material and a lining similar material are prepared according to a predetermined geometric similarity ratio, a predetermined density similarity ratio and a predetermined stress similarity ratio; preparing a surrounding rock model by utilizing the prepared surrounding rock similar material, preparing a lining model by utilizing the prepared lining similar material, preparing a plurality of samples by utilizing the surrounding rock model, the lining model and a damping layer, and preparing damping layer materials of different samples; strain monitoring elements are installed at the set positions, at the cross section of the lining model, of the samples, the samples are sequentially placed into the model box, set loads are applied to the samples till target samples with the stress and the strain of the lining model within the set range are obtained, and the damping layer material in actual engineering is determined according to the stress similarity ratio and the damping layer material of the target samples. The method disclosed by the invention is simple to operate and low in cost.

Description

technical field [0001] The invention relates to the technical field of geotechnical engineering testing, in particular to a method for obtaining materials for a shock-absorbing layer of a tunnel. Background technique [0002] The statements herein merely provide background information related to the present invention and do not necessarily constitute prior art. [0003] Tunnels (caves) widely exist in highways, railways, municipal, hydropower and other projects, and play an important role in transportation, water delivery, electric power, communications and other fields. However, a large number of tunnels have been damaged during several strong earthquakes in the past, causing serious losses. Earthquakes seriously threaten the safe operation of tunnels in high-intensity areas. Scientific anti-seismic design and effective anti-seismic measures are effective ways to reduce tunnel earthquake damage. [0004] At present, the anti-seismic measures for tunnels can be divided int...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
IPC IPC(8): G01N3/08G01N3/24
CPCY02T90/00
Inventor 赵武胜秦长坤高厚陈卫忠
Owner INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI