CN115656478B - An anti-seepage shear test device for simulating cyclic shearing of ice particles and its application method - Google Patents

An anti-seepage shear test device for simulating cyclic shearing of ice particles and its application method Download PDF

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CN115656478B
CN115656478B CN202211419711.3A CN202211419711A CN115656478B CN 115656478 B CN115656478 B CN 115656478B CN 202211419711 A CN202211419711 A CN 202211419711A CN 115656478 B CN115656478 B CN 115656478B
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seepage
ice
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崔剑
周公旦
鲁学强
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Institute of Mountain Hazards and Environment IMHE of CAS
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Abstract

本发明公开了一种模拟冰颗粒循环剪切的防渗剪切试验装置及使用方法,涉及泥石流模拟试验技术领域。本发明包括高速相机、数码摄像机、数据采集仪、地震加速度采集仪和模拟试验系统,模拟试验系统包括驱动电机以及与其输出轴连接的旋转剪切盘,旋转剪切盘顶部固定有中心连接体,中心连接体上安装有中心柱体,中心柱体上固定有轻材料环,该轻材料环上通过导向杆套设有砝码层,支撑组件上设置有透明亚克力桶,透明亚克力桶内壁上安装有微型孔压传感器和正应力传感器。本发明解决了目前对于冰川型泥石流冰水相变导致的减阻机制机理理解不够透彻、剪切过程中振动信号的监测分析匮乏以及无法实现水下剪切的问题。

Figure 202211419711

The invention discloses an anti-seepage shear test device and a use method for simulating cyclic shearing of ice particles, and relates to the technical field of debris flow simulation tests. The invention includes a high-speed camera, a digital video camera, a data acquisition instrument, a seismic acceleration acquisition instrument and a simulation test system. The simulation test system includes a driving motor and a rotating shearing disk connected to its output shaft. A central connecting body is fixed on the top of the rotating shearing disk. A central cylinder is installed on the central connecting body, a light material ring is fixed on the central cylinder, a weight layer is set on the light material ring through a guide rod, a transparent acrylic barrel is arranged on the supporting component, and a transparent acrylic barrel is installed on the inner wall of the transparent acrylic barrel. There are miniature pore pressure sensors and normal stress sensors. The invention solves the current problems of insufficient understanding of the drag reduction mechanism caused by ice-water phase transition of glacier-type debris flow, lack of monitoring and analysis of vibration signals during the shearing process, and failure to realize underwater shearing.

Figure 202211419711

Description

一种模拟冰颗粒循环剪切的防渗剪切试验装置及使用方法An anti-seepage shear test device for simulating cyclic shearing of ice particles and its application method

技术领域technical field

本发明属于泥石流模拟试验技术领域,特别是涉及一种模拟冰颗粒循环剪切的防渗剪切试验装置及使用方法。The invention belongs to the technical field of mud-rock flow simulation tests, in particular to an anti-seepage shear test device and a use method for simulating cyclic shearing of ice particles.

背景技术Background technique

冰川是气候变化的指示器,也是重要的淡水资源固体水库,现代冰川在世界各地几乎所有纬度上都有分布。地球上的冰川,大约有2900多万平方公里,覆盖着大陆11%的面积。气候变化影响下,高山区增温降雨极端事件频发,极易引发高山冰雪灾害链,其中涉及冻融循环作用下冰碛土失稳-滑坡起动-高速运动和规模激增-堵江成坝-堰塞湖-溃决洪水全动力过程。此类受气候响应敏感的高山冰雪灾害链具有突发性、影响广范性、危害严重性的特征,严重威胁着当地居民的生命安全与基础设施的安全保障。含冰的碎屑流/泥石流灾害发生时,可能冲毁公路、铁路等基础设施,堵断江河形成堰塞湖进而引发次生灾害,甚至掩埋整个村庄等,对人民的生命财产安全构成严重威胁。Glaciers are indicators of climate change and are important solid reservoirs of freshwater resources. Modern glaciers are found in almost all latitudes around the world. The glaciers on the earth cover about 29 million square kilometers, covering 11% of the continent. Under the influence of climate change, extreme events of temperature increase and rainfall occur frequently in high mountainous areas, which can easily lead to a chain of snow and ice disasters in high mountains, which involves the instability of moraine soil under the action of freeze-thaw cycles-landslide initiation-high-speed movement and large-scale surge-blocking rivers and forming dams- The full dynamic process of barrier lake-burst flood. This kind of alpine ice and snow disaster chain sensitive to climate response has the characteristics of suddenness, wide impact and serious harm, which seriously threatens the life safety of local residents and the security of infrastructure. When an icy debris flow/debris flow disaster occurs, it may wash away infrastructure such as roads and railways, block rivers and form barrier lakes, cause secondary disasters, and even bury entire villages, posing a serious threat to people's lives and property. .

相比野外监测而言,室内实验是一种实验条件可控、能够系统性地研究含冰量对滑坡/碎屑流/泥石流超强运动影响机制的方法,也是目前研究“冰水相变减阻”机理可行性最强、最常用的方法,常规的泥石流室内模拟实验通常局限于人工模拟泥石流并对其形成、运动过程进行监测,进而测量其形成、运动、发展过程中的基础数据,实现对泥石流运动机理的基础研究。秦胜伍等人(专利申请号:201610177817.5)公开了一种集泥石流的启动、运移与堆积为一体的模拟试验系统;张文等人(专利申请号:201510768066.X)公开了一种泥石流运动与堆积模拟实验系统,可开展多种因素(如坡度、浆体粘度、摩擦力)对泥石流运动与堆积过程影响的实验;吴红刚等人(专利申请号:201710235878.7)公布了一种泥石流模拟试验装置及试验方法,主要解决了现有泥石流模拟装置存在的泥石流不可连续性的问题;陶志刚等人(专利申请号:201510768066.X)公开了一种泥石流物理模型实验系统及其泥石流模拟组件,可进行多种边坡角度、冲刷扇面的泥石流全过程的物理模拟。Compared with field monitoring, indoor experiment is a method with controllable experimental conditions, which can systematically study the influence mechanism of ice content on landslide/debris flow/debris flow. The most feasible and most commonly used method is the “resistance” mechanism. Conventional debris flow indoor simulation experiments are usually limited to artificially simulating debris flow and monitoring its formation and movement process, and then measuring the basic data in the process of its formation, movement and development. Basic research on the mechanism of debris flow movement. Qin Shengwu et al. (patent application number: 201610177817.5) disclosed a simulation test system integrating the initiation, movement and accumulation of debris flow; Zhang Wen et al. (patent application number: 201510768066.X) disclosed a debris flow movement and The accumulation simulation experimental system can carry out experiments on the influence of various factors (such as slope, slurry viscosity, friction) on the debris flow movement and accumulation process; Wu Honggang et al. (patent application number: 201710235878.7) announced a debris flow simulation test device and The test method mainly solves the problem of discontinuity of debris flow existing in existing debris flow simulation devices; Tao Zhigang et al. (patent application number: 201510768066. The physical simulation of the whole process of debris flow with different slope angles and scoured fans.

但是,上述现有技术还存在多点缺陷。第一,无法进行高速远程滑坡/冰岩崩碎屑流/冰川泥石流超强运动过程中含冰量的监测和准确控制,无法提取灾害运动过程中的与含冰量相关的关键力学参数,因而无法进行深入地分析灾害体高速运动过程中,冰体融化导致其摩阻力降低从而导致的泥石流规模激增的动力学机理,限制了对这种破坏性极大的含冰滑坡碎屑流/冰川泥石流自然灾害的认知,限制了高山峡谷区冰雪山地灾害链的全过程正演与情景模拟,限制了对冰雪山地灾害的精准预测;第二,无法同时监测关键的动力学和环境地震学参数,具体包括缺少对高速运动过程中的振动信号的监测和采集;缺乏对滑坡碎屑流/泥石流运动过程中冰体含量的实时监测和采集;缺乏对泥石流运动过程基本力学参数测量模块和同步的地震信号采集系统,因而不能有效地从环境地震学角度分析力学信号的振动特性,限制了对经典力学参数的认识手段,因而无法进一步提升含冰量对滑坡碎屑流/泥石流灾害超强运动过程的动力学机制的认识和理解。为此,我们提供了一种模拟冰颗粒循环剪切的防渗剪切试验装置及使用方法,用以解决上述中的技术问题。However, there are multiple defects in the above-mentioned prior art. First, it is impossible to monitor and accurately control the ice content during the super-strong movement of high-speed and long-distance landslides/ice rock avalanche debris flow/glacial debris flow, and it is impossible to extract key mechanical parameters related to ice content during the disaster movement process. It is impossible to conduct an in-depth analysis of the dynamic mechanism of the large-scale debris flow caused by the reduction of frictional resistance caused by the melting of ice during the high-speed movement of the disaster body, which limits the impact on this extremely destructive ice-bearing landslide debris flow/glacial debris flow The cognition of natural disasters limits the forward modeling and scenario simulation of the whole process of the ice and snow mountain disaster chain in the alpine and valley areas, and limits the accurate prediction of ice and snow mountain disasters; second, it is impossible to monitor the key dynamic and environmental seismological parameters at the same time. Specifically, it includes the lack of monitoring and collection of vibration signals during high-speed movement; the lack of real-time monitoring and collection of ice content during landslide debris flow/debris flow; the lack of basic mechanical parameter measurement modules and synchronous earthquakes during debris flow movement. Therefore, it is impossible to effectively analyze the vibration characteristics of mechanical signals from the perspective of environmental seismology, which limits the means of understanding classical mechanical parameters, and thus cannot further improve the impact of ice content on the super-strong movement process of landslide debris flow/debris flow disasters. Awareness and understanding of kinetic mechanisms. Therefore, we provide an anti-seepage shear test device for simulating cyclic shearing of ice particles and a method of use to solve the above-mentioned technical problems.

发明内容Contents of the invention

本发明的目的在于提供一种模拟冰颗粒循环剪切的防渗剪切试验装置及使用方法,可实现对含冰碎屑流/冰岩崩碎屑流/冰川泥石流运动过程中冰颗粒形状、大小、(融化)体积进行实时动态监测,也能实现完全浸没的水下颗粒流/泥石流剪切,记录剪切过程中的力学参数信号和不用剪切速率下振动信号的差异,解决了不能较好利用碎屑流/泥石流力学参数与环境地震信号特征来预判预警泥石流灾害过程的问题。The purpose of the present invention is to provide a kind of anti-seepage shearing test device and using method for simulating the cyclic shearing of ice particles, which can realize the ice particle shape, Real-time dynamic monitoring of size and (melting) volume can also realize the shearing of completely submerged underwater particle flow/debris flow, and record the difference between mechanical parameter signals during the shearing process and vibration signals at different shear rates, which solves the problem of incomparable It is better to use the mechanical parameters of debris flow/debris flow and the characteristics of environmental seismic signals to predict and warn the process of debris flow disasters.

为解决上述技术问题,本发明是通过以下技术方案实现的:In order to solve the problems of the technologies described above, the present invention is achieved through the following technical solutions:

本发明为一种模拟冰颗粒循环剪切的防渗剪切试验装置,包括高速相机、数码摄像机、数据采集仪、支撑组件以及安装在所述支撑组件上的地震加速度采集仪和模拟试验系统;The invention is an anti-seepage shearing test device for simulating cyclic shearing of ice particles, comprising a high-speed camera, a digital video camera, a data acquisition instrument, a support assembly, an seismic acceleration acquisition instrument installed on the support assembly, and a simulation test system;

所述模拟试验系统包括驱动电机以及与其输出轴连接的旋转剪切盘,所述旋转剪切盘与所述支撑组件上的电机防水支撑体相接触,所述旋转剪切盘顶部连接固定有中心连接体,所述中心连接体上安装有中心柱体,所述中心柱体周侧面同轴心连接固定有轻材料环,该轻材料环上通过导向杆套设有砝码层,所述支撑组件上通过密封胶连接有透明亚克力桶,所述旋转剪切盘、所述电机防水支撑体、所述轻材料环和所述砝码层均同轴心设置在所述透明亚克力桶的内部,所述透明亚克力桶的内壁上安装有微型孔压传感器和正应力传感器;The simulated test system includes a driving motor and a rotating shearing plate connected to its output shaft, the rotating shearing plate is in contact with the motor waterproof support body on the support assembly, and the top of the rotating shearing plate is connected and fixed with a central Connecting body, a central cylinder is installed on the central connecting body, and a light material ring is connected and fixed on the side of the central cylinder with the axis, and a weight layer is set on the light material ring through a guide rod. A transparent acrylic barrel is connected to the assembly through a sealant, and the rotating shear disc, the waterproof support body of the motor, the light material ring and the weight layer are all coaxially arranged inside the transparent acrylic barrel, A miniature pore pressure sensor and a normal stress sensor are installed on the inner wall of the transparent acrylic barrel;

所述高速相机用于对剪切过程中冰颗粒及固体颗粒物质的运动速度及运动轨迹进行实时捕捉;所述数码摄像机用于提供剪切全过程视频影像资料,作为后处理分析的参考依据;所述数据采集仪用于提供多通道数据同步采集;所述地震加速度采集仪用于提供环形剪切装置的振动信号,实时动态监测由于冰体融化导致的振动信号差异;所述旋转剪切盘与电机防水支撑体之间的孔隙通过油封防渗;所述砝码层通过调节其厚度设置不同的顶部压力。The high-speed camera is used to capture the speed and trajectory of ice particles and solid particulate matter in real time during the shearing process; the digital camera is used to provide video image data during the shearing process as a reference for post-processing analysis; The data acquisition instrument is used to provide multi-channel data synchronous acquisition; the seismic acceleration acquisition instrument is used to provide the vibration signal of the annular shearing device, and real-time dynamic monitoring of the vibration signal difference caused by the melting of ice; the rotating shear disk The pores between the waterproof support body and the motor are anti-seepaged through an oil seal; the weight layer sets different top pressures by adjusting its thickness.

作为本发明一种优选技术方案,所述数据采集仪同步采集的多通道数据包括正应力和孔隙水压力。As a preferred technical solution of the present invention, the multi-channel data synchronously collected by the data acquisition instrument includes normal stress and pore water pressure.

作为本发明一种优选技术方案,所述透明亚克力桶内壁上的同一位置上布置两个微型孔压传感器,所述微型孔压传感器的传感信号由数据采集仪进行实时动态采集。As a preferred technical solution of the present invention, two micro pore pressure sensors are arranged at the same position on the inner wall of the transparent acrylic barrel, and the sensing signals of the micro pore pressure sensors are dynamically collected in real time by a data acquisition instrument.

作为本发明一种优选技术方案,所述透明亚克力桶内壁上的同一位置上布置两个正应力传感器,其用于实时动态测量旋转剪切过程中的侧壁压力,所述正应力传感器的传感信号由数据采集仪进行实时动态采集。As a preferred technical solution of the present invention, two normal stress sensors are arranged at the same position on the inner wall of the transparent acrylic bucket, which are used for real-time dynamic measurement of the side wall pressure in the process of rotating shear, and the transmission of the normal stress sensor The sensing signal is collected dynamically in real time by the data acquisition instrument.

作为本发明一种优选技术方案,所述支撑组件包括安装在高强度桌面上的底部支撑平台,所述底部支撑平台上通过贯穿螺杆连接固定有中部支撑平台,所述地震加速度采集仪以及电机防水支撑体安装在该中部支撑平台顶部,所述驱动电机安装在该中部支撑平台底部,所述贯穿螺杆上套设有通过固定螺丝连接的顶部固定平台,该顶部固定平台用于所述透明亚克力桶顶部的密封。As a preferred technical solution of the present invention, the support assembly includes a bottom support platform installed on a high-strength desktop, a middle support platform is fixed on the bottom support platform through a through screw connection, and the seismic acceleration acquisition instrument and the motor are waterproof The supporting body is installed on the top of the middle supporting platform, the drive motor is installed on the bottom of the middle supporting platform, and the through screw is covered with a top fixing platform connected by fixing screws, and the top fixing platform is used for the transparent acrylic barrel Top seal.

一种模拟冰颗粒循环剪切的防渗剪切试验装置的使用方法,包括如下步骤:A method for using an anti-seepage shear test device for simulating cyclic shearing of ice particles, comprising the steps of:

S1、打开高速相机、数码摄像机、数据采集仪以及地震加速度采集仪并调整至同步状态,准备开始试验标定;S1. Turn on the high-speed camera, digital video camera, data acquisition instrument and seismic acceleration acquisition instrument and adjust them to the synchronous state, ready to start the test calibration;

S2、分别对微型孔压传感器和正应力传感器进行静态标定及动态标定,具体包括:S2. Perform static calibration and dynamic calibration on the miniature pore pressure sensor and the normal stress sensor respectively, including:

S21、利用不同高度的静止水头产生的压力对微型孔压传感器进行静态标定,找到孔隙水压力与电压信号的对应关系,同样标定方法进行正应力传感器的静态标定,所述正应力传感器和微型孔压传感器之间进行相互验证;S21. Use the pressure generated by the static water head at different heights to statically calibrate the micro-pore pressure sensor, find the corresponding relationship between the pore water pressure and the voltage signal, and use the same calibration method to perform the static calibration of the normal stress sensor. The normal stress sensor and the micro-pore Mutual verification between pressure sensors;

S22、静态标定完成之后,将微型孔压传感器、正应力传感器及地震传感器安装于透明亚克力桶内壁上的水槽指定位置,开始进行动态标定;S22. After the static calibration is completed, install the miniature pore pressure sensor, normal stress sensor and seismic sensor on the designated position of the water tank on the inner wall of the transparent acrylic barrel, and start dynamic calibration;

S3、将试验用固体颗粒和冰颗粒按照一定比例装入透明亚克力桶中,调整砝码层厚度至所需压力大小,通过固定螺丝固定整个实验装置,用实验橡胶锤敲击高强度桌面,观察力学传感器和地震传感器响应情况,当各个传感器进行测试完毕后开始试验;S3. Put the solid particles and ice particles for the test into the transparent acrylic bucket according to a certain proportion, adjust the thickness of the weight layer to the required pressure, fix the entire experimental device with the fixing screws, and tap the high-strength desktop with an experimental rubber hammer to observe The response of the mechanical sensor and the seismic sensor, when each sensor is tested, start the test;

S4、采集系统预先打开并采集一段数据用以标定初始值,随后打开转速可调的驱动电机,调节转速至指定区间范围,用橡胶锤敲击高强度桌面三次开始试验,当透明亚克力桶中冰颗粒完全融化后用橡胶锤再次敲击高强度桌面三次结束试验。S4. The acquisition system is turned on in advance and collects a piece of data to calibrate the initial value, then turn on the drive motor with adjustable speed, adjust the speed to the specified range, and use a rubber hammer to hit the high-strength desktop three times to start the test. When the ice in the transparent acrylic bucket After the particles are completely melted, the high-strength desktop is hit again with a rubber hammer three times to end the test.

实验完成后,清理透明亚克力桶中的试验残留物,并补充黄油进行再次油封以及对透明亚克力桶底部的缝隙再次打胶防渗。After the experiment is completed, clean up the test residue in the transparent acrylic barrel, add butter for another oil seal, and re-glue the gap at the bottom of the transparent acrylic barrel to prevent seepage.

本发明具有以下有益效果:The present invention has the following beneficial effects:

1、本发明模拟冰颗粒循环剪切的环形防渗剪切实验装置及方法构思合理,考虑了剪切过程中冰颗粒的体积变化对剪切过程中流体性质的影响,新增了专门针对冰颗粒融化后装置防渗设计,并安装了地震传感器实现对剪切过程中差异振动信号的实时动态监测,能够测量颗粒流/泥石流剪切过程中的大部分的动力学、环境地震学以及图像学参数,有利于多角度、多维度地分析超强泥石流成灾过程中的力学机制,加深致灾理解,重点解决了目前对于含冰泥石流冰水相变导致的减阻机制机理理解不够透彻、剪切过程中振动信号的监测分析匮乏、以及无法实现水下剪切的现状。1. The present invention simulates the annular anti-seepage shearing experiment device and method of cyclic shearing of ice particles, and the conception is reasonable. Considering the influence of the volume change of ice particles on the fluid properties during the shearing process, a new addition is specially made for ice particles. After the particles melt, the anti-seepage design of the device is installed, and the seismic sensor is installed to realize the real-time dynamic monitoring of the differential vibration signal during the shearing process, which can measure most of the dynamics, environmental seismology and imaging in the shearing process of the particle flow/debris flow parameters, which is conducive to multi-angle and multi-dimensional analysis of the mechanical mechanism in the process of super-strong debris flow disasters, deepens the understanding of disasters, and focuses on solving the current lack of thorough understanding of the drag reduction mechanism caused by ice-water phase transitions in ice-debris flows. The lack of monitoring and analysis of vibration signals during the shearing process, and the fact that underwater shearing cannot be realized.

、本发明采用高速摄像机可拍摄剪切过程中的连续高频图像序列,可用于分析剪切过程中深度方向的颗粒速度场和监测冰颗粒形状/体积的变化,同步数据采集系统通过高速模拟量采集、实时连续采样,具有多通道,能够同时满足多个微型孔压传感器、正应力传感器信号的同步采集,还能同步触发高速摄像机,便于将含冰碎屑流/泥石流运动过程的图像信号和其他类型的传感器的数据信号进行同步比较。, The present invention uses a high-speed camera to shoot continuous high-frequency image sequences during the shearing process, which can be used to analyze the particle velocity field in the depth direction during the shearing process and monitor ice particle shape/volume changes. The synchronous data acquisition system passes high-speed analog Acquisition, real-time continuous sampling, with multi-channel, can meet the synchronous acquisition of multiple micro-pore pressure sensors and normal stress sensor signals at the same time, and can also trigger high-speed cameras synchronously, so as to facilitate image signals and Data signals from other types of sensors are compared synchronously.

当然,实施本发明的任一产品并不一定需要同时达到以上所述的所有优点。Of course, any product implementing the present invention does not necessarily need to achieve all the above-mentioned advantages at the same time.

附图说明Description of drawings

为了更清楚地说明本发明实施例的技术方案,下面将对实施例描述所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the accompanying drawings that are required for the description of the embodiments. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention. Those of ordinary skill in the art can also obtain other drawings based on these drawings without any creative effort.

图1为一种模拟冰颗粒循环剪切的防渗剪切试验装置的结构示意图。Fig. 1 is a structural schematic diagram of an anti-seepage shear test device for simulating cyclic shearing of ice particles.

图2为本发明防渗剪切试验装置中的防水设计图。Fig. 2 is a waterproof design diagram in the anti-seepage shear test device of the present invention.

附图中,各标号所代表的部件列表如下:In the accompanying drawings, the list of parts represented by each label is as follows:

1-高速相机,2-数码摄像机,3-数据采集仪,4-支撑组件,41-底部支撑平台,42-贯穿螺杆,43-中部支撑平台,44-固定螺丝,45-顶部固定平台,5-地震加速度采集仪,6-驱动电机,7-旋转剪切盘,8-电机防水支撑体,9-中心连接体,10-中心柱体,11-轻材料环,12-砝码层,13-透明亚克力桶,14-微型孔压传感器,15-正应力传感器,16-高强度桌面。1-high-speed camera, 2-digital video camera, 3-data acquisition instrument, 4-support assembly, 41-bottom support platform, 42-through screw, 43-middle support platform, 44-fixing screw, 45-top fixed platform, 5 -Seismic acceleration acquisition instrument, 6-drive motor, 7-rotary shear disk, 8-motor waterproof support body, 9-central connector, 10-central column, 11-light material ring, 12-weight layer, 13 -Transparent acrylic barrel, 14-miniature pore pressure sensor, 15-positive stress sensor, 16-high strength desktop.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其它实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

实施例一Embodiment one

请参阅图1-2,本发明为一种模拟冰颗粒循环剪切的防渗剪切试验装置,包括高速相机1、数码摄像机2、数据采集仪3、支撑组件4以及安装在支撑组件4上的地震加速度采集仪5和模拟试验系统;Please refer to Fig. 1-2, the present invention is a kind of anti-seepage shearing test device that simulates the cyclic shearing of ice particles, including a high-speed camera 1, a digital video camera 2, a data acquisition instrument 3, a support assembly 4 and a support assembly 4 Seismic acceleration acquisition instrument 5 and simulation test system;

模拟试验系统包括驱动电机6以及与其输出轴连接的旋转剪切盘7,驱动电机6的转速可调(0-200 r/min,10档位可调节),可提供固定剪切速率作为实验的自变量设置,旋转剪切盘7底部(可设置粗糙度)与支撑组件4上的电机防水支撑体8(平面轴承)相接触,内部孔隙使用黄油填满,可进行有效油封,防止内部液体泄漏,旋转剪切盘7顶部连接固定有中心连接体9,中心连接体9上安装有中心柱体10,可确保旋转剪切时整个装置处于轴心位置而防止偏心引发较大震动,中心柱体10周侧面同轴心连接固定有轻材料环11,轻材料环11所用的顶部轻材料层用于设置粗糙度,防止剪切过程中由于顶部粗糙度不同带来的影响,该轻材料环11上通过导向杆套设有砝码层12,砝码层12用于设置不同的顶部压力,上部厚度可调,不同厚度对应不同压力,支撑组件4上通过密封胶连接有透明亚克力桶13,旋转剪切盘7、电机防水支撑体8、轻材料环11和砝码层12均同轴心设置在该透明亚克力桶13内部,透明亚克力桶13内壁上安装有微型孔压传感器14和正应力传感器15;The simulation test system includes a driving motor 6 and a rotating shear disk 7 connected to its output shaft. The rotating speed of the driving motor 6 is adjustable (0-200 r/min, 10 gears can be adjusted), and a fixed shear rate can be provided as the experimental Independent variable setting, the bottom of the rotating shear disc 7 (roughness can be set) is in contact with the motor waterproof support body 8 (plane bearing) on the support assembly 4, and the internal pores are filled with butter, which can be effectively oil-sealed to prevent internal liquid leakage , the top of the rotary shearing disc 7 is connected and fixed with a central connecting body 9, and a central cylinder 10 is installed on the central connecting body 9, which can ensure that the whole device is in the axial center position during rotary shearing to prevent eccentricity from causing large vibrations, and the central cylinder The light material ring 11 is fixed on the side of the 10th circle coaxially. The top light material layer used by the light material ring 11 is used to set the roughness to prevent the influence caused by the different top roughness during the shearing process. The light material ring 11 A weight layer 12 is set on the top through a guide rod, and the weight layer 12 is used to set different top pressures. The thickness of the upper part is adjustable, and different thicknesses correspond to different pressures. The support component 4 is connected with a transparent acrylic barrel 13 through a sealant. The shear disc 7, the motor waterproof support body 8, the light material ring 11 and the weight layer 12 are all coaxially arranged inside the transparent acrylic barrel 13, and a micro hole pressure sensor 14 and a normal stress sensor 15 are installed on the inner wall of the transparent acrylic barrel 13 ;

高速相机1用于对剪切过程中冰颗粒及固体颗粒物质的运动速度及运动轨迹进行实时捕捉(基于网络粒子图像测速技术,Particle Image Velocimetry,PIV);数码摄像机2用于提供剪切全过程视频影像资料,作为后处理分析的参考依据;数据采集仪3用于提供多通道(最大24通道)数据同步采集,包括正应力和孔隙水压力;地震加速度采集仪5用于提供环形剪切装置的振动信号,实时动态监测由于冰体融化导致的振动信号差异;旋转剪切盘7与电机防水支撑体8之间的孔隙通过油封防渗;砝码层12通过调节其厚度设置不同的顶部压力。High-speed camera 1 is used to capture the speed and trajectory of ice particles and solid particles in real time during the shearing process (based on the network particle image velocimetry technology, Particle Image Velocimetry, PIV); digital camera 2 is used to provide Video image data, as a reference for post-processing analysis; data acquisition device 3 is used to provide multi-channel (maximum 24 channels) data synchronous acquisition, including normal stress and pore water pressure; seismic acceleration acquisition device 5 is used to provide annular shearing device Vibration signal, real-time dynamic monitoring of the vibration signal difference caused by ice melting; the hole between the rotating shear disc 7 and the motor waterproof support body 8 is anti-seepage through the oil seal; the weight layer 12 sets different top pressures by adjusting its thickness .

本实施例中,透明亚克力桶13内壁上的同一位置上布置两个微型孔压传感器14,微型孔压传感器14的传感信号由数据采集仪3进行实时动态采集,微型孔压传感器14的直径设置为5 mm。In this embodiment, two micro-pore pressure sensors 14 are arranged at the same position on the inner wall of the transparent acrylic barrel 13, and the sensing signals of the micro-pore pressure sensors 14 are collected dynamically in real time by the data acquisition instrument 3. The diameter of the micro-pore pressure sensor 14 Set to 5 mm.

本实施例中,透明亚克力桶13内壁上的同一位置上布置两个正应力传感器15,其用于实时动态测量旋转剪切过程中的侧壁压力,正应力传感器15的传感信号由数据采集仪3进行实时动态采集;透明亚克力桶13的透明的亚克力材料耐磨且光滑,可保障高速相机1和数码摄像机2能顺利捕捉剪切过程中冰体融化及颗粒间相互作用过程。In this embodiment, two normal stress sensors 15 are arranged at the same position on the inner wall of the transparent acrylic barrel 13, which are used for real-time dynamic measurement of the side wall pressure in the rotation shearing process, and the sensing signals of the normal stress sensors 15 are collected by the data The instrument 3 carries out real-time dynamic acquisition; the transparent acrylic material of the transparent acrylic bucket 13 is wear-resistant and smooth, which can ensure that the high-speed camera 1 and the digital camera 2 can smoothly capture the ice melting and the interaction process between particles during the shearing process.

本实施例中,支撑组件4包括安装在高强度桌面16上的底部支撑平台41,底部支撑平台41上通过贯穿螺杆42连接固定有中部支撑平台43,中部支撑平台43可提供地震加速度传感器5的安装和振动监测平台,地震加速度采集仪5以及电机防水支撑体8安装在该中部支撑平台43顶部,驱动电机6安装在该中部支撑平台43底部,贯穿螺杆42上套设有通过固定螺丝44连接的顶部固定平台45,该顶部固定平台45用于透明亚克力桶13顶部的密封。In this embodiment, the support assembly 4 includes a bottom support platform 41 installed on the high-strength desktop 16. The bottom support platform 41 is connected and fixed with a middle support platform 43 through a through screw 42, and the middle support platform 43 can provide the seismic acceleration sensor 5. Installation and vibration monitoring platform, seismic acceleration acquisition instrument 5 and motor waterproof support body 8 are installed on the top of the middle support platform 43, and the driving motor 6 is installed on the bottom of the middle support platform 43, and the threaded rod 42 is sleeved with a fixed screw 44. The top fixed platform 45 is used for sealing the top of the transparent acrylic barrel 13 .

本发明中模拟冰颗粒循环剪切的环形防渗剪切试验装置,重点解决了目前对于含冰碎屑流/冰岩崩碎屑流/冰川泥石流模拟过程中,无法监测冰颗粒大小、形状、含冰量无法实时动态监测的技术壁垒,解决了传统环形剪切实验由于底部渗漏而无法考虑进行水下剪切的弊端,实现了剪切材料从传统干颗粒扩展为水下饱和材料的重大突破。该装置可对滑坡碎屑流/(饱和)冰川泥石流剪切过程中的传统动力学参数进行全过程的测量,如剪切运动过程中流速分布、孔隙水压力、正应力、剪切应力和有效应力的同步测量;同时,地震加速度采集仪5可有效地捕捉泥石流剪切运动过程中振动信号,进而分析冰体颗粒融化导致的振动差异,实现了高速远程滑坡-碎屑流/泥石流超强运动过程中的重要动力学基本参数和环境地震信号的同步监测,将现代环境地震学与传统泥石流动力学两个学科之间的有机结合,把传统的灾害领域引领到现代环境地震学领域,拓宽了研究视野。通过对两种信号的对比结合分析,将有望实现对含冰泥石流灾害的超前预警,也能加深对于溃决洪水泥石流运动过程中冰水相变动力学机制的理解,深化对冰雪山地灾害灾害链全寿命全过程的理解。The annular anti-seepage shear test device for simulating the cyclic shearing of ice particles in the present invention focuses on solving the current simulation process of ice-containing debris flow/ice rock avalanche debris flow/glacial debris flow, which cannot monitor the size, shape, The technical barrier that the ice content cannot be monitored dynamically in real time solves the disadvantage that the traditional annular shear experiment cannot consider underwater shearing due to bottom leakage, and realizes the major expansion of shearing materials from traditional dry particles to underwater saturated materials. breakthrough. The device can measure the traditional dynamic parameters in the shearing process of landslide debris flow/(saturated) glacier debris flow, such as flow velocity distribution, pore water pressure, normal stress, shear stress and effective Simultaneous measurement of stress; at the same time, the seismic accelerometer 5 can effectively capture the vibration signal during the shearing movement of debris flow, and then analyze the vibration difference caused by the melting of ice particles, realizing the high-speed remote landslide-debris flow/debris flow super movement The synchronous monitoring of important dynamic basic parameters and environmental seismic signals in the process organically combines the two disciplines of modern environmental seismology and traditional debris flow dynamics, leading the traditional field of disasters to the field of modern environmental seismology, broadening the research perspective. Through the comparison and analysis of the two signals, it is expected to realize the early warning of ice-debris flow disasters, and also deepen the understanding of the dynamic mechanism of ice-water phase transition in the process of burst flood and mud-rock flow movement, and deepen the understanding of the whole life of the disaster chain of ice and snow mountain disasters. understanding of the whole process.

实施例二Embodiment two

本发明用于模拟含冰碎屑流/泥石流(水下)环形剪切过程,具体包括以下步骤:The present invention is used for simulating the annular shearing process of icy debris flow/debris flow (underwater), and specifically includes the following steps:

(1)实验装置布置(1) Experimental device layout

按照附图1的顺序,安装实验装置各个组件,使用玻璃胶对透明亚克力桶13四周的缝隙进行防渗处理,对附图2中电机防水支撑体8和旋转剪切盘7之间的防渗设计进行油封防渗。准备固体颗粒材料、冰颗粒材料、清水备用,打开采集设备、地震信号监测设备、图像采集设备并调整至同步状态,准备开始实验标定。According to the sequence of accompanying drawing 1, install each component of the experimental device, use glass glue to carry out anti-seepage treatment to the gap around the transparent acrylic barrel 13, and prevent seepage between the motor waterproof support body 8 and the rotary shearing disk 7 in the accompanying drawing 2 Designed for oil seal anti-seepage. Prepare solid granular materials, ice granular materials, and clean water for backup, turn on the acquisition equipment, seismic signal monitoring equipment, and image acquisition equipment and adjust them to a synchronized state, ready to start the experimental calibration.

(2)标定传感器(2) Calibrate the sensor

在进行实验之前,首先应当对各传感器进行静态、动态标定。在静态标定中,利用不同高度的静止水头产生的压力对微型孔压传感器14进行标定,找到孔隙水压力与电压信号的对应关系;同时,不同高度的水头可以标定正应力传感器15,正应力传感器15和微型孔压传感器14之间进行相互验证;微型孔压传感器14需要真空泵先将透水石内部空气抽空,然后迅速浸泡进入水中,使得水倒吸如透水石中使其饱和,已达到排除透水石中空气的目的。重复此操作数十次之后,可开始正常流程的微型孔压传感器14标定,同上所述不再描述。静态标定完成之后,将所有传感器安装于水槽指定位置,包括还未进行标定的地震传感器(只能动态标定),进行动态标定。所谓动态标定,即使用固定剪切速率(固定转速)进行颗粒材料的循环剪切,打开全部的采集、监控设备,通过静态标定的结果将实际正应力、孔隙水压力进行换算,可以进行相互验证估算误差。地声设备采集到的振动信号则可以作为一个基础环境噪声信号,用以对比分析泥石流振动信号。Before carrying out the experiment, the static and dynamic calibration of each sensor should be carried out first. In the static calibration, the pressure generated by static water heads at different heights is used to calibrate the micro-pore pressure sensor 14 to find the corresponding relationship between pore water pressure and voltage signals; at the same time, the water heads at different heights can calibrate the normal stress sensor 15, the normal stress sensor 15 and the micro pore pressure sensor 14 for mutual verification; the micro pore pressure sensor 14 needs a vacuum pump to first evacuate the air inside the permeable stone, and then soak it into the water quickly, so that the water is sucked back into the permeable stone to make it saturated, and the water permeable has been eliminated The purpose of the air in the stone. After repeating this operation dozens of times, the calibration of the micro-hole pressure sensor 14 in the normal process can be started, which will not be described again as described above. After the static calibration is completed, install all the sensors in the specified position of the tank, including the seismic sensors that have not been calibrated (only dynamic calibration), and perform dynamic calibration. The so-called dynamic calibration is to use a fixed shear rate (fixed rotational speed) for cyclic shearing of granular materials, turn on all the acquisition and monitoring equipment, and convert the actual normal stress and pore water pressure through the results of static calibration, which can be mutually verified Estimate error. The vibration signal collected by the geoacoustic equipment can be used as a basic environmental noise signal to compare and analyze the vibration signal of debris flow.

(3)实验准备工作(3) Experiment preparation

将实验用的固体颗粒和冰颗粒按照一定比例装入透明亚克力桶13中,调整砝码层12厚度至所需压力大小,通过固定螺丝44固定整个实验装置。用实验橡胶锤敲击桌面,观察力学传感器和地震传感器响应情况,待全部的传感器进行测试完毕,便可以开始实验。Put the solid particles and ice particles used in the experiment into the transparent acrylic barrel 13 according to a certain ratio, adjust the thickness of the weight layer 12 to the required pressure, and fix the whole experimental device by the fixing screw 44 . Hit the desktop with an experimental rubber hammer to observe the response of the mechanical sensor and the seismic sensor. After all the sensors are tested, the experiment can begin.

(4)实验过程(4) Experimental process

实验开始时,采集系统预先打开并采集一段数据用以标定初始值;随后打开转速可调的驱动电机6,调节转速至指定区间范围,用橡胶锤敲击高强度桌面16三次,标志实验正式开始。随后,实验操作员原地站立不动,防止造成额外的振动信号干扰;等待作为剪切桶的透明亚克力桶13中冰颗粒完全融化,随后实验员用橡胶锤敲击高强度桌面16三次,标志实验结束,关闭三套采集设备。At the beginning of the experiment, the acquisition system is turned on in advance and collects a piece of data to calibrate the initial value; then the drive motor 6 with adjustable speed is turned on, the speed is adjusted to the specified range, and the high-strength desktop 16 is hit with a rubber hammer three times, marking the official start of the experiment . Subsequently, the experiment operator stood still in place to prevent additional vibration signal interference; waited for the ice particles in the transparent acrylic bucket 13 used as a shear bucket to completely melt, and then the experimenter hit the high-strength desktop 16 three times with a rubber hammer, and the sign At the end of the experiment, the three sets of acquisition equipment were turned off.

(5)实验清理(5) Experiment cleaning

实验完成后,桶内部堆积的实验材料需用清理干净,等待设备停稳后,取下顶部的固定螺丝44,把顶部固定平台45抬升,清理透明亚克力桶13中的实验残留物;并对防水设计中的缝隙补充黄油进行再次油封,对透明亚克力桶13底部的缝隙也再次进行打胶,进行防渗加固;待实验器材晾干后,可进行下一组实验。After the experiment is completed, the experimental materials accumulated inside the barrel need to be cleaned up. After the equipment stops, remove the fixing screw 44 on the top, lift the top fixing platform 45, and clean up the experimental residue in the transparent acrylic barrel 13; Add butter to the gaps in the design for another oil seal, and glue the gaps at the bottom of the transparent acrylic barrel 13 again for anti-seepage reinforcement; after the experimental equipment is dried, the next set of experiments can be carried out.

在本说明书的描述中,参考术语“一个实施例”、“示例”、“具体示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本发明的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of this specification, descriptions with reference to the terms "one embodiment", "example", "specific example" and the like mean that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment of the present invention. In an embodiment or example. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

以上公开的本发明优选实施例只是用于帮助阐述本发明。优选实施例并没有详尽叙述所有的细节,也不限制该发明仅为所述的具体实施方式。显然,根据本说明书的内容,可作很多的修改和变化。本说明书选取并具体描述这些实施例,是为了更好地解释本发明的原理和实际应用,从而使所属技术领域技术人员能很好地理解和利用本发明。本发明仅受权利要求书及其全部范围和等效物的限制。The preferred embodiments of the invention disclosed above are only to help illustrate the invention. The preferred embodiments are not exhaustive in all detail, nor are the inventions limited to specific embodiments described. Obviously, many modifications and variations can be made based on the contents of this specification. This description selects and specifically describes these embodiments in order to better explain the principle and practical application of the present invention, so that those skilled in the art can well understand and utilize the present invention. The invention is to be limited only by the claims, along with their full scope and equivalents.

Claims (7)

1.一种模拟冰颗粒循环剪切的防渗剪切试验装置,其特征在于:包括高速相机、数码摄像机、数据采集仪、支撑组件以及安装在所述支撑组件上的地震加速度采集仪和模拟试验系统;1. An anti-seepage shearing test device simulating the cyclic shearing of ice particles is characterized in that: it comprises a high-speed camera, a digital video camera, a data acquisition instrument, a support assembly and a seismic acceleration acquisition instrument installed on the support assembly and an analog test system; 所述模拟试验系统包括驱动电机以及与其输出轴连接的旋转剪切盘,所述旋转剪切盘与所述支撑组件上的电机防水支撑体相接触,所述旋转剪切盘顶部连接固定有中心连接体,所述中心连接体上安装有中心柱体,所述中心柱体周侧面同轴心连接固定有轻材料环,该轻材料环上通过导向杆套设有砝码层,所述支撑组件上通过密封胶连接有透明亚克力桶,所述旋转剪切盘、所述电机防水支撑体、所述轻材料环和所述砝码层均同轴心设置在所述透明亚克力桶的内部,所述透明亚克力桶内壁上的水槽指定位置上安装有微型孔压传感器、正应力传感器和地震传感器,通过用实验橡胶锤敲击桌面,观察微型孔压传感器、正应力传感器和地震传感器响应情况;The simulated test system includes a driving motor and a rotating shearing plate connected to its output shaft, the rotating shearing plate is in contact with the motor waterproof support body on the support assembly, and the top of the rotating shearing plate is connected and fixed with a central Connecting body, a central cylinder is installed on the central connecting body, and a light material ring is connected and fixed on the side of the central cylinder with the axis, and a weight layer is set on the light material ring through a guide rod. A transparent acrylic barrel is connected to the assembly through a sealant, and the rotating shear disc, the waterproof support body of the motor, the light material ring and the weight layer are all coaxially arranged inside the transparent acrylic barrel, A miniature pore pressure sensor, a normal stress sensor and an earthquake sensor are installed on the specified position of the water tank on the inner wall of the transparent acrylic barrel, and the response of the micro pore pressure sensor, the normal stress sensor and the earthquake sensor is observed by tapping the desktop with an experimental rubber hammer; 所述高速相机用于对剪切过程中冰颗粒及固体颗粒物质的运动速度及运动轨迹进行实时捕捉;所述数码摄像机用于提供剪切全过程视频影像资料,作为后处理分析的参考依据;所述数据采集仪用于提供多通道数据同步采集;所述地震加速度采集仪用于提供环形剪切装置的振动信号,实时动态监测由于冰体融化导致的振动信号差异;所述旋转剪切盘与电机防水支撑体之间的孔隙通过油封防渗;所述砝码层通过调节其厚度设置不同的顶部压力。The high-speed camera is used to capture the speed and trajectory of ice particles and solid particulate matter in real time during the shearing process; the digital camera is used to provide video image data during the shearing process as a reference for post-processing analysis; The data acquisition instrument is used to provide multi-channel data synchronous acquisition; the seismic acceleration acquisition instrument is used to provide the vibration signal of the annular shearing device, and real-time dynamic monitoring of the vibration signal difference caused by the melting of ice; the rotating shear disk The pores between the waterproof support body and the motor are anti-seepaged through an oil seal; the weight layer sets different top pressures by adjusting its thickness. 2.根据权利要求1所述的一种模拟冰颗粒循环剪切的防渗剪切试验装置,其特征在于,所述数据采集仪同步采集的多通道数据包括正应力和孔隙水压力。2 . The anti-seepage shear test device for simulating cyclic shearing of ice particles according to claim 1 , wherein the multi-channel data collected synchronously by the data acquisition instrument includes normal stress and pore water pressure. 3 . 3.根据权利要求1所述的一种模拟冰颗粒循环剪切的防渗剪切试验装置,其特征在于,所述透明亚克力桶内壁上的同一位置上布置两个微型孔压传感器,所述微型孔压传感器的传感信号由数据采集仪进行实时动态采集。3. A kind of anti-seepage shearing test device simulating the cyclic shearing of ice particles according to claim 1, characterized in that, two miniature pore pressure sensors are arranged at the same position on the inner wall of the transparent acrylic barrel, and the The sensing signal of the miniature pore pressure sensor is collected dynamically in real time by the data acquisition instrument. 4.根据权利要求1所述的一种模拟冰颗粒循环剪切的防渗剪切试验装置,其特征在于,所述透明亚克力桶内壁上的同一位置上布置两个正应力传感器,其用于实时动态测量旋转剪切过程中的侧壁压力,所述正应力传感器的传感信号由数据采集仪进行实时动态采集。4. A kind of anti-seepage shearing test device simulating the cyclic shearing of ice particles according to claim 1, characterized in that, two normal stress sensors are arranged at the same position on the inner wall of the transparent acrylic barrel, which are used for Real-time dynamic measurement of the side wall pressure during the rotational shearing process, the sensing signal of the normal stress sensor is dynamically collected in real time by the data acquisition instrument. 5.根据权利要求1所述的一种模拟冰颗粒循环剪切的防渗剪切试验装置,其特征在于,所述支撑组件包括安装在高强度桌面上的底部支撑平台,所述底部支撑平台上通过贯穿螺杆连接固定有中部支撑平台,所述地震加速度采集仪以及电机防水支撑体安装在该中部支撑平台顶部,所述驱动电机安装在该中部支撑平台底部,所述贯穿螺杆上套设有通过固定螺丝连接的顶部固定平台,该顶部固定平台用于所述透明亚克力桶顶部的密封。5. A kind of anti-seepage shear test device simulating ice particle cyclic shearing according to claim 1, characterized in that, the support assembly includes a bottom support platform installed on a high-strength desktop, and the bottom support platform The middle support platform is connected and fixed through the through screw, the seismic acceleration acquisition instrument and the motor waterproof support body are installed on the top of the middle support platform, the driving motor is installed at the bottom of the middle support platform, and the through screw is sleeved with The top fixing platform connected by fixing screws is used for sealing the top of the transparent acrylic bucket. 6.一种模拟冰颗粒循环剪切的防渗剪切试验装置的使用方法,其特征在于,包括如下步骤:6. A method for using an anti-seepage shear test device simulating cyclic shearing of ice particles, comprising the steps of: S1、打开高速相机、数码摄像机、数据采集仪以及地震加速度采集仪并调整至同步状态,准备开始试验标定;S1. Turn on the high-speed camera, digital video camera, data acquisition instrument and seismic acceleration acquisition instrument and adjust them to the synchronous state, ready to start the test calibration; S2、分别对微型孔压传感器和正应力传感器进行静态标定及动态标定,具体包括:S2. Perform static calibration and dynamic calibration on the miniature pore pressure sensor and the normal stress sensor respectively, including: S21、利用不同高度的静止水头产生的压力对微型孔压传感器进行静态标定,找到孔隙水压力与电压信号的对应关系,同样标定方法进行正应力传感器的静态标定,所述正应力传感器和微型孔压传感器之间进行相互验证;S21. Use the pressure generated by the static water head at different heights to statically calibrate the micro-pore pressure sensor, find the corresponding relationship between the pore water pressure and the voltage signal, and use the same calibration method to perform the static calibration of the normal stress sensor. The normal stress sensor and the micro-pore Mutual verification between pressure sensors; S22、静态标定完成之后,将微型孔压传感器、正应力传感器及地震传感器安装于透明亚克力桶内壁上的水槽指定位置,开始进行动态标定;S22. After the static calibration is completed, install the miniature pore pressure sensor, normal stress sensor and seismic sensor on the designated position of the water tank on the inner wall of the transparent acrylic barrel, and start dynamic calibration; S3、将试验用固体颗粒和冰颗粒混合装入透明亚克力桶中,调整砝码层厚度至所需压力大小,通过固定螺丝固定整个实验装置,用实验橡胶锤敲击高强度桌面,观察微型孔压传感器、正应力传感器和地震传感器响应情况,当各个传感器进行测试完毕后开始试验;S3. Mix solid particles and ice particles for the test into a transparent acrylic bucket, adjust the thickness of the weight layer to the required pressure, fix the entire experimental device with fixing screws, and use an experimental rubber hammer to hit the high-strength desktop to observe the micro-holes The response of the pressure sensor, normal stress sensor and seismic sensor, and start the test after the test of each sensor is completed; S4、采集系统预先打开并采集一段数据用以标定初始值,随后打开转速可调的驱动电机,调节转速至指定区间范围,用橡胶锤敲击高强度桌面三次开始试验,当透明亚克力桶中冰颗粒完全融化后用橡胶锤再次敲击高强度桌面三次结束试验。S4. The acquisition system is turned on in advance and collects a piece of data to calibrate the initial value, then turn on the drive motor with adjustable speed, adjust the speed to the specified range, and use a rubber hammer to hit the high-strength desktop three times to start the test. When the ice in the transparent acrylic bucket After the particles are completely melted, the high-strength desktop is hit again with a rubber hammer three times to end the test. 7.根据权利要求6所述的一种模拟冰颗粒循环剪切的防渗剪切试验装置的使用方法,其特征在于,还包括步骤S5:7. The method for using an anti-seepage shear test device simulating cyclic shearing of ice particles according to claim 6, further comprising step S5: 实验完成后,清理透明亚克力桶中的试验残留物,并补充黄油进行再次油封以及对透明亚克力桶底部的缝隙再次打胶防渗。After the experiment is completed, clean up the test residue in the transparent acrylic barrel, add butter for another oil seal, and re-glue the gap at the bottom of the transparent acrylic barrel to prevent seepage.
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Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1096527A1 (en) * 1983-02-09 1984-06-07 Московский Ордена Трудового Красного Знамени Инженерно-Строительный Институт Им.В.В.Куйбышева Method and device for ground shear-testing
AUPN903296A0 (en) * 1996-03-29 1996-04-26 Commonwealth Scientific And Industrial Research Organisation An aircraft detection system
US7246773B2 (en) * 2004-05-06 2007-07-24 Goodrich Coporation Low power, pulsed, electro-thermal ice protection system
US10203268B2 (en) * 2008-12-04 2019-02-12 Laura P. Solliday Methods for measuring and modeling the process of prestressing concrete during tensioning/detensioning based on electronic distance measurements
CN105222988B (en) * 2015-11-12 2017-11-24 吉林大学 A kind of mud-rock flow movement and banking process experimental system for simulating
CN105699628A (en) * 2016-03-24 2016-06-22 吉林大学 Simulation test system integrating start, migration and accumulation of debris flow
CN106340159B (en) * 2016-09-23 2019-02-19 中国科学院、水利部成都山地灾害与环境研究所 Discrimination method of debris flow and high sediment flow, monitoring method of disaster fluid in mountainous area
CN106644757B (en) * 2016-11-17 2019-04-23 中国地质大学(武汉) A rock-soil shear rheometer considering repeated effects of rainfall and blasting vibration
CN106841573A (en) * 2017-04-12 2017-06-13 中铁西北科学研究院有限公司 A kind of debris flows simulation experimental rig and test method
CN107012196A (en) * 2017-05-15 2017-08-04 中国水利水电科学研究院 Microorganism hydrodynamics experimental method under the conditions of cyclical level shear flow
CN108982810B (en) * 2018-07-13 2020-03-03 浙江大学 Dynamic response space-time reconstruction device
CN109540462A (en) * 2018-11-21 2019-03-29 中国科学院.水利部成都山地灾害与环境研究所 A kind of experimental provision and its experimental method for simulating mud-rock flow movement
CN110470595B (en) * 2019-09-11 2024-06-07 湖北理工学院 Material surface icing strength on-line measuring device and icing process real-time monitoring system
CN111157699B (en) * 2019-12-30 2021-01-08 浙江大学 Indoor test-based submarine landslide evaluation method
CN113092046A (en) * 2021-04-06 2021-07-09 西南交通大学 Stability research system of high and steep slope under earthquake and rainfall action
CN215374845U (en) * 2021-06-08 2021-12-31 同济大学 Test device for realizing visualization of soil body under high-speed load of suction anchor
CN113405769B (en) * 2021-06-18 2022-08-30 中国科学院、水利部成都山地灾害与环境研究所 Experimental device and experimental method for simulating complete process of superlift burst disaster of tillite lake

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