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Reservoir area bank slope hydro-fluctuation belt degradation simulation system and experimental method

A technology of simulation system and experimental method, applied in material inspection products, climate change adaptation, soil material testing, etc., can solve problems such as failure to reflect changes in the microstructure of rock mass in the ebb and flow zone, inability to collect relevant parameters, and lack of detection sensors.

Active Publication Date: 2020-10-02
CHONGQING INST OF GEOLOGY & MINERAL RESOURCES +1
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  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, this invention can only provide video information of the entire landslide simulation process, and is not equipped with relevant detection sensors, so it cannot collect relevant parameters in the experiment
[0010] The content disclosed in the above-mentioned patent documents is not a complete simulation system for the degradation of the water-fluctuation zone in the reservoir area. Reflect the microstructural changes of the rock mass in the hydrofluctuation zone

Method used

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  • Reservoir area bank slope hydro-fluctuation belt degradation simulation system and experimental method
  • Reservoir area bank slope hydro-fluctuation belt degradation simulation system and experimental method
  • Reservoir area bank slope hydro-fluctuation belt degradation simulation system and experimental method

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Embodiment 2

[0144] Embodiment 2 is an analysis of related data and parameters obtained by performing degradation experiments on rock samples for 8 consecutive weeks in the present invention.

[0145] Figure 6 is the NMR transverse relaxation T of the sample under continuous 8-week temperature, pressure and water level changes 2 Changes in the distribution, analysis of the experimental results, it can be concluded that the rock samples are subjected to water dissolution, under different working conditions, the porosity of the samples gradually increases, the distribution of small pores decreases, and the distribution of large pores gradually increases , the pore structure of the sample changed.

[0146] Figure 7It is the fracture situation of the sample under the change of temperature, pressure and water level for 8 consecutive weeks. With the change of working conditions, the fracture point of the sample gradually increases, indicating that the mechanical properties of the rock are we...

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Abstract

The invention relates to the field of geological disaster prevention and control, in particular to a reservoir area bank slope hydro-fluctuation belt degradation simulation system and an experimentalmethod. The experimental method comprises the following steps: (1) putting a sample into a holder of the simulation system, and setting various experimental parameters of the simulation system; (2) calculating related parameters such as pore distribution and porosity of the sample by utilizing data acquired by a nuclear magnetic resonance system; (3) transmitting sound signals collected by an optical fiber sound wave sensing system to an upper computer for inversion calculation, and obtaining parameters such as the spatial position, the rupture time and the rupture energy of sample rupture; and (4) analyzing the rock degradation process according to the calculated related parameters. According to the method, key parameters such as pore distribution, porosity, permeability, water saturation, rock fracture position, crack geometrical characteristics, pressure, temperature and humidity of the rock mass under different working conditions can be obtained in real time, and the method has important significance and practical value for researching a reservoir area bank slope hydro-fluctuation belt degradation mechanism and a reservoir area bank slope landslide or collapse mechanism.

Description

technical field [0001] The invention relates to the field of prevention and control of geological disasters, in particular to a simulation system and an experimental method for the degradation of a bank slope drawdown zone in a reservoir area. Background technique [0002] Since the impoundment of the Three Gorges Reservoir area, the water level in the reservoir area has fluctuated periodically between 145 and 175m in elevation, forming a ebb and flow zone with a vertical drop of 30m. Under the periodic cycle of immersion in river water and rapid temperature changes, the quality, stress and rock mechanical properties of the rock mass in the bank-fluctuation zone will rapidly deteriorate, causing new geological disasters. For example, in the Qianjiangping landslide in 2003, the landslide blocked the Qinggan River and caused a huge wave of about 40 meters, causing more than 80 farmhouses and 4 factory buildings to be reduced to ruins; in 2008, 175 meters of water was experimen...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N33/24
CPCG01N33/24Y02A90/30
Inventor 谢庆明李子慕陈立川刘洪徐洪梁丹
Owner CHONGQING INST OF GEOLOGY & MINERAL RESOURCES
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