Microseismic-monitoring-sensor arrangement method for stratified excavation of deeply-buried hard-rock tunnel

A technology of microseismic sensors and layered excavation, which is applied in the direction of seismic signal receivers, etc., can solve problems such as being surrounded by rock masses, and achieve the effects of preventing excavation and blasting, ensuring safety, and ensuring accuracy

Active Publication Date: 2014-05-07
INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0005] The purpose of the present invention is to address the above-mentioned defects in the prior art, to provide a method for arranging microseismic monitoring sensors for layered excavation and deep buried hard rock tunnels, so as to solve the problem that it is difficult for the microseismic monitoring sensor array to displace the face and its vicinity during t

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  • Microseismic-monitoring-sensor arrangement method for stratified excavation of deeply-buried hard-rock tunnel
  • Microseismic-monitoring-sensor arrangement method for stratified excavation of deeply-buried hard-rock tunnel
  • Microseismic-monitoring-sensor arrangement method for stratified excavation of deeply-buried hard-rock tunnel

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Embodiment

[0029] The section of a tunnel is circular, excavation in layers is adopted, and the relaxation depth of the surrounding rock of the tunnel is within 2m. The stability microseismic monitoring of the tunnel is carried out. The arrangement of the microseismic sensors is as follows. Time:

[0030] 1) The maximum monitoring range of the microseismic sensor in the monitored tunnel 4 rock mass is 180m, and the first group of microseismic sensors is arranged, three of which are unidirectional microseismic sensors, the model is South African 1G14 microseismic sensor, the natural frequency is 14Hz, and the response range is 7~2000Hz, respectively the first one-way microseismic sensor 101, the second one-way microseismic sensor 102, the third one-way microseismic sensor 103, and the other is the first three-way microseismic sensor 201, the model is South African 3G14 microseismic sensor, its The natural frequency is 14Hz, and the response range is 7-2000Hz. Different types of sensors c...

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Abstract

The invention discloses a microseismic-monitoring-sensor arrangement method for stratified excavation of a deeply-buried hard-rock tunnel. When a second layer to the last layer of the tunnel are excavated, a first group/second group of microseismic sensors are installed in rock mass of a tunnel inner wall at the front/back of a tunnel face; a line obtained through downward movement of a center line of a currently-excavated-layer bottom plate for 1 meter is used as a rotating center line and the first group of microseismics sensors and the second group of microseismic sensors are distributed in the rock mass of the tunnel inner wall, the rotating center line being a central axis; and with the advancement of the tunnel face, the first group of microseismic sensors and the second groups of microseismic sensors are redistributed until tunnel excavation is completed. In the method, through use of space supplied by excavated layers of a tunnel, microseismic sensors are arranged at the front and back of excavated tunnel faces and a tunnel face of higher risks and adjacent areas of the tunnel face are included in the two groups of microseismic sensor arrayed at the front and back of the tunnel face all the time so that acquisition of micro-fracture signals is facilitated, microseism positioning precision is ensured and a basis is laid for accurate prediction and forecast of a disaster.

Description

technical field [0001] The invention relates to tunnel microseismic monitoring technology, and more particularly relates to a method for arranging microseismic monitoring sensors for layered excavation and deep buried hard rock tunnels, which is suitable for layered excavation tunnels for water conservancy, hydropower, transportation, etc. Background technique [0002] Layered excavation is often adopted for tunnels due to the large section size during full-section excavation, which makes it impossible to construct or has high risks. Layered excavation refers to dividing the tunnel into multiple layers from top to bottom, and gradually excavating layer by layer. During the excavation of deep-buried hard rock tunnels with layered excavation, strong stress adjustments will occur near the face of the tunnel. When excavated by the drill-and-blast method, severe blasting disturbances will be encountered, resulting in easy Catastrophic accidents such as rock bursts, landslides or...

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Application Information

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IPC IPC(8): G01V1/20
Inventor 冯夏庭丰光亮肖亚勋陈炳瑞赵周能
Owner INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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