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Device and method of dynamic response test for simulation of meizoseismal area tunnel suffered from side-direction impact load

A dynamic response and impact load technology, applied in impact testing, measuring devices, and testing material strength using repetitive force/pulse force.

Active Publication Date: 2018-10-12
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] Earthquake dynamics are very complex. Numerical methods are often used for simulation in current research. At the same time, large-scale model tests such as shaking table tests and dynamic centrifugal model tests are often used to simulate earthquake effects. However, there are few test devices involving simple earthquake dynamics simulations that can reproduce The Response of Tunnel Surrounding Rock Under Different Intensity Seismic Wave Shear Wave Dynamic Action

Method used

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  • Device and method of dynamic response test for simulation of meizoseismal area tunnel suffered from side-direction impact load
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  • Device and method of dynamic response test for simulation of meizoseismal area tunnel suffered from side-direction impact load

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Embodiment

[0055] Such as figure 1 , figure 2 , image 3 and Figure 4 As shown, a kind of dynamic response test device of the present invention is installed to simulate the tunnel in the extreme earthquake area subjected to lateral impact load, such as figure 1 As shown, the soil sample simulating the tunnel surrounding rock 3 is installed in the test box 1, the tunnel model 2 is placed in the soil sample, and the axis of the tunnel model is guaranteed to coincide with the axis of the test box 1; the plexiglass observation window is installed on the front wall of the test box 1 , in order to observe the deformation of the tunnel model 2 in the test chamber 1. The surrounding rock parameters of the tunnel surrounding rock 3 are shown in Table 2

[0056] After the device is installed, adjust the lifting platform to h 1 , release a ball with a diameter of 3cm and a mass of 887.81g on the lifting platform. Make the ball collide with the right wall of the test box along the chute 6, a...

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Abstract

The present invention discloses a device of dynamic response test for simulation of a meizoseismal area tunnel suffered from side-direction impact load. The device comprises a counter-force frame, a test box, a spring, a chute and a support; the upper portion, the bottom portion, the left portion and the right portion of the counter-force frame are provided with steel plates, the test box is arranged in the counter-force frame, the upper portion, the left side wall and the right side wall of the test box are correspondingly connected with the steel plates located at the upper portion, the leftside and the right side of the counter-force frame through the spring, a horizontally freely sliding steel ball in a left and right direction is arranged between the test box and the steel plate at the bottom portion of the counter-force frame, the bottom portion of the chute is provided with at least one support for fixing the chute. The device can really represent the response equation and theresponse mode of the meizoseismal area tunnel suffered from side-direction impact load to provide accurate and reliable suggestion for engineering structural design and geologic hazard prediction, andis simple in structure, easy to manufacture and easy to operate, and the test method is simple, economical and reused.

Description

technical field [0001] The invention belongs to the technical field of geotechnical engineering, in particular to a dynamic response testing device and a testing method for tunnels in extremely seismic regions. Background technique [0002] An earthquake is a natural phenomenon in which seismic waves are generated during the vibration caused by the rapid release of energy from the earth's crust. Seismic waves are divided into three types according to the propagation mode: longitudinal wave, shear wave and surface wave. The longitudinal wave is a propulsive wave, and its propagation speed in the crust is 5.5-7 km / s. It reaches the epicenter first, also known as P wave, which causes the ground to vibrate up and down and is relatively weak in destructiveness. The shear wave is a shear wave, and its propagation speed in the crust is 3.2-4.0 km / s. The second one reaches the epicenter, also known as the S wave, which makes the ground shake back and forth, left and right, and is m...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M7/08G01N3/02G01N3/34
Inventor 符文熹张勇魏玉峰叶飞周洪福刘彬柏永岩文联勇
Owner SICHUAN UNIV
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