Heavy rainfall induced rock landslide field model testing device

A model test device and heavy rainfall technology, which can be used in basic structure tests, buildings, and basic structure engineering, etc., can solve the problems of data inconsistent with reality, low representativeness, low credibility of results, etc., and achieve strain displacement Intuitive, data-reasonable effect

Inactive Publication Date: 2017-01-04
INST OF EXPLORATION TECH OF CHINESE ACAD OF GEOLOGICAL SCI
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The purpose of the present invention is to provide a field model test device for rock landslides induced by heavy rainfall, aiming to solve the problems that the data obtained in the traditional landslide model test device does not match the actual situation, the representativeness is not strong, and the credibility of the results is not strong.

Method used

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  • Heavy rainfall induced rock landslide field model testing device
  • Heavy rainfall induced rock landslide field model testing device

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Embodiment Construction

[0024] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with examples of implementation. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0025] The structure of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0026] Such as figure 1 As shown, the heavy rainfall-induced rock landslide field model test device of the embodiment of the present invention includes: rainfall system 1, rain gauge 2, flow control instrument 3, artificial excavation crack 4, simulated water level line 5, trailing edge crack water level 6, After manual grooving, use clay to compact layer 7, natural weak interlayer 8, stable bed rock layer 9, upper rock mass 10, sensor 11, drainage pipe 12, sensor 13, and anti-slide pi...

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Abstract

The invention discloses a heavy rainfall induced rock landslide field model testing device. The device comprises a rainfall system, a rain gauge, a flow controller, an artificially excavated crack, a simulation water line, a back edge crack water level, a clay compaction layer after artificial grooving, a natural soft interlayer, a stable bedrock layer, an upper rock mass, sensors, a drain pipe, an anti-slide pipe, a water pump, a water supply pipe, a control valve, a water meter, nozzles, three-way pipes, four-way pipes, two-way pipes, branch pipes and main pipes. The device eliminates errors caused by artificial production of slide zones and can simulate the effect degree of different rainfall degrees to landslides; the model has controllable structure size and has the characteristics of being high in flexibility, convenient to construct, short in period, capable of being reused and the like, and the cost is saved.

Description

technical field [0001] The invention belongs to the field model technical field of rock landslides, in particular to a field model test device for rock landslides induced by heavy rainfall. Background technique [0002] Landslide geological disasters have the characteristics of suddenness, variety, frequency and severity. Landslide disasters can account for 70% of all geological disasters every year, and rainfall is the main factor inducing landslides. In particular, rock landslides in eastern Sichuan are more sudden and have a high casualty rate, causing huge damage to people's lives and property. In recent years, many scholars have done a lot of research on the hazard mechanism, failure mode and treatment methods of rock landslides, and have achieved many results. Among them, first-hand data such as stress changes and deformation displacements inside the landslide mass are particularly important. If in-situ monitoring of stress, displacement, etc. is carried out on rock...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 梁炯石胜伟谢忠胜张涛张勇蔡强苗朝杜渊
Owner INST OF EXPLORATION TECH OF CHINESE ACAD OF GEOLOGICAL SCI
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