Instability mechanism of mining roadway passing through fault at different angles in kilometre-deep mine and control measures of roof cutting and NPR cables

The angle α between the fault strike and the axial direction of the roadway produces different damage characteristics. In this paper, the research methodology includes theoretical analyses, numerical simulations and field experiments in the context of the Daqiang coal mine located in Shenyang, China. The stability control countermeasure of "pre-splitting cutting roof + NPR anchor cable"(PSCR-NPR) is simultaneously proposed. According to the different deformation characteristics of the roadway, the faults are innovatively classified into three types, with α of type I being 0°-30°, α of type II being 30°-60°, and α of type III being 60°-90°. The full-cycle stress evolution paths during mining roadway traverses across different types of faults are investigated by numerical simulation. Different pinch angles α lead to high stress concentration areas at different locations in the surrounding rock. The non-uniform stress field formed in the shallow surrounding rock is an important reason for the instability of the roadway. The pre-cracked cut top shifted the high stress region to the deep rock mass and formed a low stress region in the shallow rock mass. The high prestressing NPR anchor cable transforms the non-uniform stress field of the shallow surrounding rock into a uniform stress field. PSCR-NPR is applied in the fault-through roadway of Daqiang mine. The low stress area of the surrounding rock was enlarged by 3-7 times, and the cumulative convergence was reduced by 45%-50%. It provides a reference for the stability control of the deep fault-through mining roadway.

Negative Poisson's ratio anchor cable support for fault tunnels with different inclination angles under earthquake

It is inevitable to encounter fault zones in tunnel construction.These faults can lead to significant deformations and potential collapses of the surrounding rock in the tunnel.Therefore,it is crucial to study the influence of different fault angles on tunnel deformation.The Tabaiyi Tunnel,located in Yunnan Province of China passes through a multi-stage fault zone.The dynamic response characteristics of the surrounding rock in the Tabaiyi Tunnel were studied under various fault dip angles and the most unfavorable angle was identified.Physical model tests were conducted using two types of anchor cables with specific parameters.Additionally,a relationship between the engineering rock mass and energy absorption by the anchor cables was established,demonstrating the advantages of negative Poisson's ratio(NPR)anchor cables.Experimental results indicate that stress concentration tends to occur at the junctions between faults and the surrounding rock mass.Tunnels supported by NPR anchor cables effectively mitigate amplification effects,achieving energy absorption increases of up to 87%compared to positive Poisson's ratio(PR)anchor cables.Furthermore,the highest acceleration amplification was observed at a fault dip angle of 45°,with peak acceleration reaching twice that of the original input wave,indicating that this angle should be avoided in tunnel design.These findings provide valuable insights for the safe management of tunnels traversing fault zones.

Transmission cable fault detector based on waveform reconstruction

In order to improve the accuracy of cable fault position location at a low cost and make the testing results intuitive, a cable fault detector based on wave form reconstruction is designed. In this detector, the cable fault position is located based on the time-domain pulse reflection （TDR） principle. A pulse waveform is injected in the tested cable, and a high-speed comparator with changeable reference voltages is used to binarize the test pulse waveform to a binary sequence on a certain voltage. Through scanning the reference voltage in a full voltage range, multi-sequences are acquired to reconstruct the pulse waveform transmission in the cable, and then the pulse attenuation feature, electrical open circuit fault, electrical short circuit fault, and the fault position of the cable are diagnosed. Experimental results show that the designed cable fault detector can determine the fault type and its position of the cable being tested, and the testing results are intuitive.

Online fault recognition of electric power cable in coal mine based on the minimum risk neural network

Firstly,the concepts of the traveling wave entropy and the feature function of traveling wave entropy were defined.Then the statistic characters of the traveling wave entropy feature function,mean value and variance were analyzed after the zero-order component of the traveling wave of online cable was selected to serve as the observed object.Finally,the new recognition algorithm of minimum risk neural network was pre- sented.The simulation experiments show that the recognitions of the early fault states can be completed correctly by using the proposed recognition algorithm.The classes of cable faults include in 1-phase ground faults,and the 2-phase short circuit faults or ground faults and the 3-phase short circuit faults or ground faults,open circuit.The fault resistance range is 1×10^(-1)～1×10~9Ω.

Twisted Pair Cable Fault Diagnosis via Random Forest Machine Learning

Applying the fault diagnosis techniques to twisted pair copper cable is beneficial to improve the stability and reliability of internet access in Digital Subscriber Line(DSL)Access Network System.The network performance depends on the occurrence of cable fault along the copper cable.Currently,most of the telecommunication providers monitor the network performance degradation hence troubleshoot the present of the fault by using commercial test gear on-site,which may be resolved using data analytics and machine learning algorithm.This paper presents a fault diagnosis method for twisted pair cable fault detection based on knowledge-based and data-driven machine learning methods.The DSL Access Network is emulated in the laboratory to accommodate VDSL2 Technology with various types of cable fault along the cable distance between 100 m to 1200 m.Firstly,the line operation parameters and loop line testing parameters are collected and used to analyze.Secondly,the feature transformation,a knowledge-based method,is utilized to pre-process the fault data.Then,the random forests algorithms(RFs),a data-driven method,are adopted to train the fault diagnosis classifier and regression algorithm with the processed fault data.Finally,the proposed fault diagnosis method is used to detect and locate the cable fault in the DSL Access Network System.The results show that the cable fault detection has an accuracy of more than 97%,with less minimum absolute error in cable fault localization of less than 11%.The proposed algorithm may assist the telecommunication service provider to initiate automated cable faults identification and troubleshooting in the DSL Access Network System.

Response analysis of a submarine cable under fault movement

Based on the performance of submarine cables in past earthquakes, an analytical method to determine cable performance under seabed fault movement is proposed in this paper. First, common types of earthquake damage to submarine cables are summarized, which include seabed displacement induced by fault movement, submarine landslides and seabed soil liquefaction, etc. The damage is similar to damage observed to buried pipelines following land earthquakes. The Hengchun earthquake of Dec. 26, 2006 is used as a case study. The M7.2 earthquake occurred in the South China Sea at 20：26 Beijing Time, and caused 14 international submarine cables to sever and break. The results show that the proposed method predicts damage similar to that observed in the Hengchun earthquake. Based on parametric studies of the influence of the water depth and the magnitude of the submarine earthquake, countermeasures to prevent damage to submarine cables are proposed.

Magnetic Force Simulation of Cables in Microgrid during Faults

In recent years, more and more electric utilities are using underground cables to distribute electric power rather than overhead transmission line. However, the cost of installation and maintenance of underground cables is very expensive. Thus, the proper design and damage prediction of cables are crucial. This paper is focused on the magnetic force waveforms simulation of cables under different types of faults using PSCAD and COMSOL. The results show that three-phase fault leads to the largest magnetic forces and the maximum magnitude of the forces in the x-direction is about 2.5 N. Also, the magnetic fields surrounding the cables are different depending on the arrangements of cables buried method. Although the magnitude is small, considering the long distance and long operating time of underground cables, the forces between cables can cause failures under some conditions. In the future, more types of faults such as high impedance fault and different protecting technologies can be studied.

Stability control measures for roof cutting and NPR supporting of mining roadways in fault areas of kilometre-deep coal mine

The study focuses on the stability control measures for mining roadways in fault zones of deep mines,using Daqiang Coal Mine as a case study.The control system under consideration,referred to as"pre-splitting cutting roof+NPR anchor cable"(PSCR-NPR),is subjected to scrutiny through theoretical analysis,numerical modelling,and field trials.Furthermore,a comprehensive analysis is undertaken to evaluate the stability control mechanism of this particular technology.The study provides evidence that the utilization of deep-hole directional energy-concentrated blasting facilitates the attainment of directional roof cutting in roadways.The aforementioned procedure leads to the formation of a uniform structural surface on the roof of the roadway and causes modifications in the surrounding geological formation.The examination of the lateral abutment pressure and shear stress distribution,both prior to and subsequent to roof cutting,indicates that the implementation of pre-splitting techniques leads to a noteworthy reduction in pressure.The proposition of incorporating the safety factor Q for roof cutting height is suggested as a method to augment comprehension of the pressure relief phenomenon in the field of engineering.The analysis of numerical simulation has indicated that the optimal pressure relief effect of a mining roadway in a fault area is attained when the value of Q is 1.8.The NPR anchor cable exhibits noteworthy characteristics,including a high level of prestress,continuous resistance,and substantial deformation.After the excavation of the roadway,a notable reduction in radial stress occurs,leading to the reinstatement of the three-phase stress state in the surrounding rock.This restoration is attributed to the substantial prestress exerted on the radial stress.The termination point of the NPR anchor cable is strategically positioned within a stable rock formation,allowing for the utilization of the mechanical characteristics of the deep stable rock mass.This positioning serves to improve the load-bearing capacity of the surrounding rock.The mining roadway within the fault region of Daqiang Coal Mine is outfitted with the PSCR-NPR technology.The drop in shear stress experienced by the rock surrounding the roadway is estimated to be around 30%,whilst the low-stress region of the mining roadway extends by a factor of approximately 5.5.The magnitude of surface displacement convergence experiences a decrease of approximately 45%-50%.The study’s findings provide useful insights regarding the stable of mining roadway in characterized by fault zones.

基于电磁时间反演的VSC-HVDC系统架空线-电缆混合线路故障定位方法

针对传统故障定位方法无法应用于架空线-电缆混合直流线路的问题,提出了一种架空线-电缆混合直流线路的故障定位方法,该方法采用先确定故障点所在区段、后在区段中定位的原理。利用故障附加网络的直流分量定义了故障区段判别函数,通过该判别函数在不同区段发生故障时数值不同实现故障区段的判定。然后,分析了电磁时间反演理论在故障定位中的可行性,分析确定了故障特征谐波。利用线路两端特征谐波的电流行进波作为时间反演电路的电流源,设置与原线路拓扑结构镜像的线路,利用时间反演电流源与镜像线路构建时间反演电路。在此基础上,根据时间反演的能量聚焦特性列写故障区段内的故障定位方程并实现区段内故障定位。利用PSCAD/EMTDC搭建的电压源型换流器高压直流输电(VSC-HVDC)系统仿真证明了所提方法能实现线缆混合直流输电线路的故障定位。

虚实结合的传输线工作状态仿真与应用实验设计

针对传统微波实验少、教学难和设备维护成本较大、实验与工程脱节等问题,以同轴电缆故障检测为应用背景,将传输线理论与工程应用结合,设计虚实结合的传输线工作状态仿真与应用实验。采取工程问题引入、虚实结合、软硬搭配的方式,从传输线工作状态分析入手,利用终端短路和开路传输线模拟存在短路或断路故障的同轴电缆,通过仿真完成故障建模分析,掌握不同工作状态下电压、电流、阻抗和反射系数特性,自主设计方案完成故障检测。实践结果表明,传输线工作状态仿真与应用实验有利于学生深化对理论的理解、明晰理论的应用和提升解决工程问题能力,较好地满足实验教学要求。

基于自适应阈值分割的动车组辅助供电系统单芯动力电缆故障定位方法研究

单芯动力电缆是动车组辅助供电系统能量传输通道之一,其故障后准确定位对检修具有重要意义。当前,电缆故障定位使用较为广泛的方法为时频域反射法,但在对反射信号进行时频分析过程中,产生的交叉项是制约定位准确度的重要原因。为此提出一种基于自适应阈值分割的Wigner-Ville变换方法:在70 m长的电缆样品中设置低阻、高阻、开路和短路四种缺陷故障样本,对时频域法检测到的信号使用Wigner-Ville变换进行时频分析,说明原始Wigner-Ville变换产生交叉项的原因,并据此提出基于自适应阈值分割的Wigner-Ville变换方法,解决交叉项干扰问题;将本文方法与当前交叉项抑制方法进行测试效果对比。结果表明:提出的基于自适应阈值分割的Wigner-Ville变换方法可以有效消除交叉项,且对于单个缺陷故障和多个缺陷的电缆均可适用;对于所设置的单个缺陷故障位置的定位误差均小于0.80%,对于双缺陷故障检测结果的定位误差小于0.40%,验证了本文方法的有效性。

NPR锚索对跨断层软岩大变形隧道控制技术研究

为探究NPR锚索对东马场跨断层软岩大变形隧道控制效果,首先对NPR锚索进行静力拉伸试验,验证其恒阻大变形的能力和具有良好的抵御外力的效果;随后开展NPR锚索对东马场隧道围岩变形控制的三维物理模型试验。试验现象和数据表明:在开挖过程中,隧道围岩也没有出现较大垮落和坍塌,NPR锚索对软岩隧道围岩有较好的支护效果。在加载完成后,NPR锚索对非断层处的隧道围岩最大位移约为14 mm,断层处的围岩最大位移约为21 mm,隧道区域所受应力分布的不规律性,导致隧道围岩出现挤压变形,位移曲线呈振荡状。在NPR锚索的支护下,围岩应力最大发生在左拱肩,围岩临空面3 cm处切应力最大(0.3 MPa),隧道未出现大规模的不对称破坏现象,隧道总体呈现出“小塌而不垮”,变形总体可控。

基于免疫Agent的电力电缆线路故障检测系统

为区别故障信号、非故障信号,实现对电缆线路故障的准确检测,设计了基于免疫Agent的电力电缆线路故障检测系统。利用前端检测电路为故障分析模块、测距方式切换模块提供电量传输信号,完成系统前端检测装置的连接。按照免疫Agent检测原理提取电力电缆线路故障信号的特征,联合已获取信号对象,求解检测插值指标的具体数值。结合各级硬件设备结构,完成系统设计。实验结果表明,该系统可同时检测波频为10~20 Hz、40~50 Hz、60~70 Hz的故障信号与波频为20~30 Hz、30~40 Hz、50~60 Hz的非故障信号,可以在精准辨别故障与非故障信号的同时,实现对电力电缆线路故障的准确检测。

考虑碰撞效应的近断层斜拉桥地震响应研究

为了研究碰撞效应对近断层斜拉桥地震响应影响,该文以一座双塔斜拉桥为工程背景,分析近断层地震动作用下斜拉桥主桥和引桥主梁碰撞响应及碰撞响应对结构地震响应的影响,研究黏滞阻尼器和弹性索对近断层地震动作用下斜拉桥碰撞效应影响,并与远场地震动下斜拉桥地震响应进行对比,探讨碰撞效应对斜拉桥减震率影响。结果表明:与无脉冲地震动相比,近断层脉冲地震动作用下在脉冲时段内斜拉桥主桥与引桥更易发生碰撞,碰撞效应对斜拉桥地震响应影响更显著;设置黏滞阻尼器和弹性索后,斜拉桥主桥与引桥在脉冲时段内仍发生碰撞,但碰撞响应减小,且脉冲地震动作用下碰撞效应对斜拉桥地震响应影响明显降低;在分析脉冲地震动作用下斜拉桥减震率时须考虑碰撞效应。

跨断层切顶卸压自成巷顶板变形机理及控制技术研究

针对跨断层切顶卸压自成巷顶板变形大不易支护的问题,以棋盘井煤矿东区11101工作面运输巷为工程背景,探究跨断层切顶卸压自成巷顶板变形机理,研究“切顶卸压+恒阻锚索”支护对跨断层切顶卸压自成巷顶板变形的控制效果。建立力学分析模型研究断层及切顶卸压自成巷顶板各相关参数对巷道直接顶应力的影响,将切顶卸压自成巷顶板变形过程划分为4个阶段,研究巷道顶板各阶段及总垂直位移量计算方法并给出计算公式,并将相关参数代入公式求解跨断层切顶卸压自成巷顶板垂直位移量;利用3DEC数值模拟软件建立跨断层切顶卸压自成巷数值计算模型,研究断层附近巷道顶板应力应变演化规律及恒阻锚索控制效果,研究结果表明:数值模拟上下盘巷道顶板变形数据与理论分析所得数据结果误差分别为1.14%、4.04%;恒阻锚索能够有效减小巷道顶板变形,与未使用恒阻锚索模型相比,上盘巷道切缝侧顶板垂直位移量减小至16.8%,下盘巷道切缝侧顶板垂直位移量减小至50.7%;上下盘巷道顶板在工作面回采过巷道测点断面过程中出现不同程度的应力集中,其中上盘巷道顶板的垂直应力集中值大于下盘巷道,分别为5.72 MPa和4.48 MPa;恒阻锚索通过减缓断层附近巷道顶板变形速率,待巷旁碎石帮充填完成后与碎石帮共同对巷道顶板变形进行控制;将11101工作面运输巷围岩位移监测数据与理论模型计算结果相比较,误差均在10%以内,证明“切顶卸压+恒阻锚索”支护方式对跨断层巷道顶板变形具有良好的控制效果。

井下电力电缆故障定位研究

针对传统井下电力电缆故障定位方法依赖主观参数选择和抗噪性能较差,无法满足强噪声背景下井下电力电缆故障精确定位要求的问题,提出了一种基于樽海鞘群算法(SSA)优化变分模态分解(VMD)并结合改进型Teager能量算子(NTEO)的井下电力电缆故障定位方法。针对VMD在信号分解上存在的模态混叠、过分解和欠分解问题,采用SSA以模糊熵为适应度函数对VMD模态数K和惩罚因子α2个参数进行优化,得到更能反映故障特征信息的本征模态函数;采用NTEO对本征模态函数进行首波波头标定,得到首末两端的波头到达时刻,根据双端测距法得出故障位置。采用PSCAD/EMTDC进行井下电力电缆故障仿真,模拟具有强背景噪声的井下故障信号,结果表明:①在理想电流信号中加入9,12 dB噪声后,SSA-VMD的信噪比最低,皮尔逊相关系数最大,说明SSA-VMD在最大程度降噪的同时,能很好地保留信号的特征信息。②在不同过渡电阻下,SSA-VMD-NTEO的定位精度较高。③在不同故障相角下,SSA-VMD-NTEO在采样点上出现不同,但定位位置没有改变,依旧保持较高的定位精度。④在不同故障距离下,SSA-VMD-NTEO均能保证较高的定位精度。⑤在井下较大噪声和10 MHz采样频率下,SSA-VMD-NTEO较小波模极大值和VMD+NTEO 2种方法的定位精度具有明显优势。

一种基于Unity3D技术的电缆接头故障测寻仿真系统

基于Unity3D技术设计了一个电缆接头故障测寻仿真系统。该系统可模拟电缆接头的失效情况,帮助用户快速定位故障点,并提供可视化的故障信息展示。本文首先介绍了电缆接头故障的常见类型和原因;然后详细阐述系统的设计思路和实现方法,描述了技术架构;最后,对该系统的推广场景及优化思路做了说明。

全尺寸高压开关柜电缆绝缘故障电致燃烧试验研究及机理分析

由于开关柜的封闭特性,长期以来研究人员对于开关柜内火灾发展的时空演变规律缺乏认知,对电缆放电能否引燃、如何燃烧有争议,针对性的防范措施缺乏依据。燃烧试验难度大,全尺寸试验难以开展。文中针对高压开关柜电缆单相接地短路引发火灾的过程开展研究。搭建全尺寸试验平台,研究掌握了电缆短路起火过程中开关柜内外以及电缆外皮的温度分布情况。开展了多物理场仿真研究,构建了开关柜起火模型,掌握了火灾蔓延规律。基于仿真和试验结果对电缆电致燃烧过程中电缆材料分解过程及材料分解对燃烧的影响进行了分析。通过上述研究,掌握了高压开关柜电缆绝缘故障燃烧机理,掌握了电缆外皮温度可以很好的反应开关柜内部故障温度,为开关柜火灾预防奠定了基础。

基于TCN-BiLSTM网络的电力电缆故障诊断

为了提升电力电缆故障诊断技术的准确率,解决传统电力电缆诊断过程中操作复杂、可靠性低和精准度不够等问题,提出了一种基于TCN和BiLSTM的电力电缆故障诊断方法。该方法的核心是使用Matlab/Simulink搭建三相电缆的仿真模型,按照电缆的实际参数设置模型,然后提取出电缆的四种短路故障:单相接地短路、双相接地短路、双相相间短路以及三相短路的电压信号。构建电缆故障样本集,搭建TCN和BiLSTM网络对电缆故障信号进行特征提取和序列捕捉,通过与TCN网络和CNN-BiLSTM网络进行实验对比,以及对从淮南某煤矿采集到的数据进行验证,证明该方法对电缆故障诊断具有良好的性能。