Three-dimensional model testing system and method of tunnel water outburst and mud outburst and grouting treatment

A test system and three-dimensional model technology, which is applied to the three-dimensional model test system and its test field for the treatment of tunnel water and mud inrush and grouting, which can solve the problems of no grouting process research and no post-disaster treatment research.

Active Publication Date: 2014-07-16
SHANDONG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

At present, in terms of grouting model experiments, most of the grouting model experiments focus on the local part of the grouting process, only for some specific formations (such as single fractures, simple porous media), and there is no overall systemic research on the grouting process; In terms of water and mud inrush model tests, most researchers only study the disaster-causing process of water and mud inrush, and have not studied the post-disaster treatment
Especially in the model test research on the water and mud inrush disaster caused by tunnel excavation and the grouting treatment after the disaster, there are few domestic researches.

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  • Three-dimensional model testing system and method of tunnel water outburst and mud outburst and grouting treatment
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  • Three-dimensional model testing system and method of tunnel water outburst and mud outburst and grouting treatment

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Embodiment Construction

[0072] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0073] Such as Figure 1-Figure 14 As shown, the design height of the experimental model needs to connect the four-layer model ring unit, and the tunnel position is at the diameter of the second-layer model ring unit. Without in-situ stress, the surrounding rock medium is in direct contact with the outside world. The surrounding rock medium is strongly weathered clay, and the fault medium is a mixture of water-rich and weak fault mud and stone in the original state. The fault dip angle is 70° and the fault thickness is 60cm. Such geological conditions can easily lead to water and mud inrush disasters during tunnel excavation. occur.

[0074] The model test system can completely and continuously simulate the evolution of tunnel water and mud inrush disasters under complex geological conditions, post-disaster grouting treatment and tunnel excavation pro...

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Abstract

The invention discloses a three-dimensional model testing system of tunnel water outburst and mud outburst and grouting treatment. The three-dimensional model testing system comprises a test bench, a ground stress loading system, a water supply system, a grouting system and a monitoring system, wherein a space filled with a dense medium, a fault medium and a surrounding rock medium is formed in the test bench, the dense medium is located on the periphery and the bottom of the internal space of the test bench, the fault medium and the surrounding rock medium are located in a concave space formed by the dense medium, the fault medium is located at the middle part of the surrounding rock medium, the water supply system is arranged on a gravel filter layer at the top of the fault medium, the ground stress loading system is located on the top of the surrounding rock medium, the grouting system stretches to a tunneling position in the surrounding rock medium from the bottom of the test bench, the monitoring system comprises a plurality of sensors which are arranged at the boundary of the fault medium and the surrounding rock medium and in the fault medium and are connected with an external display device of the test bench. The invention further discloses a testing method using the system.

Description

technical field [0001] The invention relates to a geotechnical engineering model test system and a test method thereof, in particular to a three-dimensional model test system and a test method thereof for tunnel water and mud inrush and grouting treatment. Background technique [0002] When tunnels are excavated in water-rich and weak fault zones, water and mud inrush disasters often occur, causing huge loss of personnel and property. Grouting, as an effective method to strengthen weak surrounding rock and control water and mud inrush disasters, has been more and more widely used in tunnel water and mud inrush disaster control projects. However, due to the complexity of rock mass hydrogeological conditions, the concealment of grouting engineering, and the time-varying properties of grout, the theory of grouting seriously lags behind the practice of grouting engineering. [0003] Model test is an important method to study the catastrophe mechanism in the formation process of...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N33/00
Inventor 张庆松张连震张霄严绍洋王德明李鹏朱明听李相辉
Owner SHANDONG UNIV
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