Optimization of anchorage support parameters for soft rock tunnel based on displacement control theory

In the construction of a soft rock tunnel,it is critical to accurately estimate the pre-stressed anchor support parameters for surrounding rock reinforcement;otherwise,engineering disasters may occur.This paper presents a support parameter selection method that aims to allow deformation as a control objective,which was applied to the tunnel located in Muzailing Highway,Min County,Dingxi City,Gansu Province,China.Through theoretical analysis,we have identified five factors that influence pre-stressing anchorages.The selection of mechanical parameters for the rock mass was carried out using an inverse analysis method.Compared with the measured data,the maximum displacement error of the numerical simulation results was only 0.07 m.The length of anchor cable,circumferential spacing of anchor cable,longitudinal spacing,and pre-stress index are adopted as the input parameters for the support vector machine neural network model based on particle swarm optimization(PSO-LSSVM).Besides,the vault subsidence and the maximum deformation of surrounding rock are considered as output values(performance indices).The goodness of fit between the predicted values and the simulated values exceeds 0.9.Finally,all support parameters within the acceptable deformation range are calculated.The optimal support variables are derived by considering the construction cost and duration.The field application results show that it is feasible to construct the sample database utilizing the numerical simulation approach by taking the displacement as the control target and using the neural network to specify the appropriate support parameters.

DISPLACEMENT CONTROL AND KINETIC ANALYSIS OF A NOVEL VARIABLE DISPLACEMENT COMPRESSOR FOR AUTOMOTIVE AIR CONDITIONER

A novel variable displacement compressor (VDC) for automotive air conditioner (AAC) is introduced, which inherits the advantages of common wobble plate type VDC. It has fewer parts and makes less noise, and instead of pneumatic valve the displacement is controlled by electronic control valve. In order to know the control mechanism well and get a good control effect, a mathematical model for the variable displacement mechanism is developed according to the geometrical and kinematical information of the compressor. Using the model, the effect of relevant parameters on variable displace control is estimated. It is helpful to make the optimum decision in the flow control of AAC. As the novel displacement control device, the structure and control rule of electronic control valve is introduced. It can get better effect than the conventional pneumatic valves. And by using this new electronic control device, the optimum systemic control of AAC is available.

Velocity plus displacement equivalent force control for real-time substructure testing

This paper employs a velocity plus displacement（V＋D）-based equivalent force control（EFC） method to solve the velocity/displacement difference equation in a real-time substructure test. This method uses type 2 feedback control loops to replace mathematical iteration to solve the nonlinear dynamic equation. A spectral radius analysis of the amplification matrix shows that the type 2 EFC-explicit, Newmark-β method has beneficial numerical characteristics for this method. Its stability limit of Ω = 2 remains unchanged regardless of the system damping because the velocity is achieved with very high accuracy during simulation. In contrast, the stability limits of the central difference method using direct velocity prediction and the EFC-average acceleration method with linear interpolation are shown to decrease with an increase in system damping. In fact, the EFC-average acceleration method is shown to change from unconditionally stable to conditionally stable. We also show that if an over-damped system with a damping ratio of 1.05 is considered, the stability limit is reduced to Ω =1.45. Finally, the results from an experiment with a single-degree-of-freedom structure installed with a magneto-rheological（MR） damper are presented. The results demonstrate that the proposed method is able to follow both displacement and velocity commands with moderate accuracy, resulting in improved test performance and accuracy for structures that are sensitive to both velocity and displacement inputs. Although the findings of the study are promising, additional test data and several further improvements will be required to draw general conclusions.

H-M Bearing Capacity of A Modified Suction Caisson Determined by Using Load-/Displacement-Controlled Methods

This paper presents a series of monotonically combined lateral loading tests to investigate the bearing capacity of the MSCs （modified suction caissons） in the saturated marine fine sand. The lateral loads were applied under load- and displacement-controlled methods at the loading eccentricity ratios of 1.5, 2.0 and 2.5. Results show that, in the displacement-controlled test, the deflection-softening behavior of load-deflection curves for MSCs was observed, and the softening degree of the load-deflection response increased with the increasing external skirt length or the decreasing loading eccentricity. It was also found that the rotation center of the MSC at failure determined by the load-controlled method is slightly lower than that by the displacement-controlled method. The calculated MSC capacity based on the rotation center position in serviceability limit state is relatively conservative, compared with the calculated capacity based on the rotation center position in the ultimate limit state. In the limit state, the passive earth pressures opposite the loading direction under load- and displacement-controlled methods decrease by 46% and 74% corresponding to peak values, respectively; however, the passive earth pressures in the loading direction at failure only decrease by approximately 3% and 7%, compared with their peak values.

Unbalance Vibratory Displacement Compensation for Active Magnetic Bearings

As the dynamic stiffness of radial magnetic bearings is not big enough, when the rotor spins at high speed, unbalance displacement vibration phenomenon will be produced. The most effective way for reducing the displacement vibration is to enhance the radial magnetic bearing stiffness through increasing the control currents, but the suitable control currents are not easy to be provided, especially, to be provided in real time. To implement real time unbalance displacement vibration compensation, through analyzing active magnetic bearings （AMB） mathematical model, the existence of radial displacement runout is demonstrated. To restrain the runout, a new control scheme-adaptive iterative learning control （A1LC） is proposed in view of rotor frequency periodic uncertainties during the startup process. The previous error signal is added into AILC learning law to enhance the convergence speed, and an impacting factor/3 influenced by the rotor rotating frequency is introduced as learning output coefficient to improve the rotor control effects, As a feed-forward compensation controller, AILC can provide one tmknown and perfect compensatory signal to make the rotor rotate around its geometric axis through power amplifier and radial magnetic bearings. To improve AMB closed-loop control system robust stability, one kind of incomplete differential PID feedback controller is adopted. The correctness of the AILC algorithm is validated by the simulation of AMB mathematical model adding AILC compensation algorithm through MATLAB soft. And the compensation for fixed rotational frequency is implemented in the actual AMB system. The simulation and experiment results show that the compensation scheme based on AILC algorithm as feed-forward compensation and PID algorithm as close-loop control can realize AMB system displacement minimum compensation at one fixed frequency, and improve the stability of the control system. The proposed research provides a new adaptive iterative/earning control algorithm and control strategy for AMB displacement minimum compensation, and provides some references for time-varied displacement minimum compensation.

Switching On/Off of Guide RNA by Photoinduced Strand Displacement for Functional Control of CRISPR/Cas9

Functional control of CRISPR/Cas9 is essential for precise gene manipulation.Chemical engineering of guide RNA(gRNA)provides diverse approaches for conditional control of CRISPR/Cas9 function with a variety of chemical reactive groups.However,previous investigations into chemically engineering gRNA only unidirectionally regulated the CRISPR/Cas9 function via stimuli-induced caging/decaging processes.Herein,we propose a combinatory strategy to engineer the dynamics of gRNA in which photocontrolled strand-displacement reactions coupled with sequence designs of gRNA can achieve lightinduced switching-on/off control of CRISPR/Cas9 function.Biochemical analysis and cellular gene regulation indicate this approach is capable of both activating and deactivating CRISPR/Cas9 activities using light irradiation.Moreover,photocontrolled multiplex modulations of gene expression for opposite regulatory effects have also been achieved simultaneously under the same cellular context.This work establishes an essential principle for construction of stimuli-induced switching-on/off modulations of gRNA that can greatly enrich the versatility of conditional control for a variety of CRISPR/Cas9-based applications.

Chaotic state as an output of vacuum state evolving in diffusion channel and generation of displaced chaotic state for quantum controlling

We show that chaotic state can be produced as an output of vacuum state evolving in diffusion channel,while displaced chaotic state is output of a coherent state evolving in diffusion channel.We also introduce the thermo vaccum state for the displaced chaotic state and evaluate the average photon number.The displaced chaotic state may be used exhibiting quantum controlling.

Development of a Seismometer-Type Absolute Displacement Sensor Aimed at Detecting Earthquake Waves with a Large Magnitude and Long Period

This paper proposes a novel seismometer-type absolute displacement sensor aimed at detecting earthquake waves with a large magnitude and long period. However, since the measuring range of the displacement sensor is higher than its natural frequency, it is difficult to detect low frequency vibrations below 1 Hz using a conventional a seismic-type displacement sensor. In order to provide an absolute displacement detection which is capable of lowering the natural frequency and enlarging the detectable amplitude without causing structural defects, the relative signals of displacement, velocity, and acceleration between a detected object and the auxiliary mass of the sensor are fed back into the sensor. In addition, phase lag compensation is inserted to adjust phase angles, which are of a frequency of 1 Hz. According to simulation results, a detection range from 0.1 Hz to 50 Hz is expected. It has been demonstrated that the developed sensor with a small size and light weight has a detection range of from 0.5 Hz to 50 Hz for absolute displacement and velocity. As an additional advantage, the measurement displacement amplitude has been expanded to about 20 dB. This sensor is available to use for the active control method. of flexible structures like high rise buildings using the LQ control

城市轨道交通基坑工程变形控制值研究

[目的]设置监测项目的变形控制值,对施工安全进行控制,以确保施工期间结构自身及周边环境稳定性,是城市轨道交通工程施工非常重要的工作内容。采用明挖法时,变形控制值因所处地质条件的不同而表现出较为明显的差异,需进一步明确不同地质条件下基坑的变形控制值。[方法]以北京地铁基坑工程为研究案例,分两个区域(西部、中东部)分别收集、整理了基坑工程的监测数据。选取基坑地面沉降、围护桩顶/墙顶处沉降、围护桩顶/墙顶处水平位移、围护桩体/墙体处水平位移作为监测项目,利用统计分析方法对这四类监测项目的控制值进行深入研究,并研究了变形值与基坑设计深度H的关系,针对两个区域基坑的四类监测项目分别提出了控制建议值。[结果及结论]这四类监测项目的控制建议值为:西部区域基坑建议分别取25~40 mm和0.10%H~0.20%H、15 mm、15 mm、25~40 mm和0.10%H~0.20%H;中东部区域基坑建议分别取30~50 mm和0.15%H~0.30%H、20 mm、20 mm、30~50 mm和0.15%H~0.30%H。

护盾式临时支护机器人带压行驶液压控制系统研究

护盾式临时支护机器人是适应夹矸与片帮共存的大断面巷道智能掘进机器人系统的重要组成部分,其主要功能是为实现“掘支并行”作业提供安全可靠的工作空间。为加强护盾式临时支护机器人推移行驶过程中对围岩的安全稳定支护,根据护盾式临时支护机器人结构、工作环境与作业需求,建立其带压行驶的推移量与支护力数学模型及带压行驶动力学模型,设计了护盾式临时支护机器人带压行驶液压控制系统。该系统主要由支护液压系统、行驶液压系统组成:静态支护时,支护液压系统需时刻输出大于上盾体自身重力的支护力,行驶液压系统处于待机状态;带压行驶时,支护液压系统和行驶液压系统同时工作,在保证临时支护机器人“减压不离顶”的同时,与顶板时刻带压并稳步前移。提出了基于模糊PID的护盾式临时支护机器人带压行驶精准控制方法:通过集成在推移油缸上的位移传感器与液压回路中的压力传感器实时采集临时支护机器人的压力与位移信号,用于反映临时支护机器人带压行驶途中支护力和行驶位移的变化情况,并根据支护力和推移量的误差和误差率,利用模糊PID算法对支护力和推移量的控制参数进行修正,实现基于模糊PID算法的带压行驶可靠控制。仿真与实验结果均表明,模糊PID控制的效果优于传统PID控制,在模糊PID控制下,护盾式临时支护机器人推移行驶过程中的支护力相对误差小于1%,行驶位移误差小于2 mm,且支护力和推移量控制响应速度快,保证了推移行驶过程中对围岩的安全稳定支护。

断裂封闭性研究现状及发展趋势

断裂控油气作用主要表现在其对油气运移、聚集过程及分布规律的影响,其实质是断裂封闭性问题。断裂封闭性往往是受多种因素控制的,不同地区不同层系在不同地质时期的断裂封闭机制与封闭性主控因素差异较大。目前,断裂封闭性、封闭机理与评价方法还没有形成完整的研究体系,其评价的精度也有待提高。依据全面系统地调研断裂封闭性方面近年来的研究热点,归纳总结了断裂封闭机理,分析了断裂封闭主控因素,梳理了断裂封闭性评价方法,讨论了断裂封闭性研究中面临的实际问题,并提出了未来研究发展趋势。目前,断裂的封闭机理可以分为垂向和侧向封闭机理,前者包括断裂面封闭机理和断裂带排替压力差封闭机理,后者包括砂泥对接封闭机理、泥岩涂抹形成的侧向封闭机理和断裂带高排替压力封闭机理。断裂发育特征、断裂两盘岩性、应力场环境以及压实、胶结、溶蚀等成岩作用是影响断裂封闭性的主要因素,不同因素对断裂封闭性的作用方式不同,断裂在不同位置、不同时期的封闭性有着明显的差别。断裂封闭性评价研究方法可归结为以下4类:(1)传统地质学方法,包括定性分析和半定量分析;(2)数学地质方法,涵盖逻辑信息法、非线性映射分析法、模糊综合评判法、灰色关联分析法等;(3)构造应力场数值模拟及断裂封闭性相关参数计算法;(4)地球化学方法。碳酸盐岩地层断裂启闭机制与封闭性评价、应力和流体及其耦合作用对断裂封闭性的影响机制、多因素的断裂封闭性综合定量评价、断裂封闭性的时空演化及通源能力评估等是未来断裂封闭性研究的发展方向。

基坑开挖导致邻近既有隧道变形的主动控制研究

采用有限元分析方法对新型支撑轴力主动控制系统进行了研究,提出了一种支撑轴力设计方法;在对支撑不施加主动轴力的情况下,研究了花岗岩残积土地层中基坑开挖对既有隧道的影响,根据基坑侧边不同位置隧道在基坑开挖作用下的位移划分了基坑开挖影响区;基于提出的轴力设计方法,研究了基坑开挖过程中支撑轴力主动控制对既有隧道位移的影响规律;获得了隧道位移控制到预警值10 mm以下的临界控制比,分析了其在不同隧道位置时的分布规律。结果表明:该地层中的影响区范围相对已有研究的影响区更小;隧道位移与地连墙位移的控制比近似呈正比关系;基坑腰部0.6倍挖深位置附近隧道的水平位移需进行最严格的控制,靠近基坑且深度较深的区域通过水平位移控制得到的临界控制比更小,应以隧道水平位移控制为主,而远离基坑且深度较浅的区域应以隧道竖向位移控制为主;花岗岩残积土中的基坑开挖影响区以及对临界控制比的量化研究成果可为类似工程提供参考。

低渗灰岩油藏气水均衡驱替主控参数合理界限及开发效果评价

为制定中东低渗生屑灰岩油藏注气注水均衡驱替合理开发技术政策,设计开发因素正交试验模拟,运用组分模型数模技术,并通过二元次模型创建开发主控参数正交图版,明确气水协同注入均衡驱替的主控参数界限;在此基础上,构建基于数模预测的开发动态模糊综合评价体系,定量表征油井生产差异性,评价开发效果,指导矿场先导试验区优选。结果表明:注气注水开发主控参数对采出程度的影响由大到小排序为注气速度、注入时机、采油速度、井距、注水速度;实现油气油水前缘均衡驱替的合理采油速度为2.0%,注气速度为(34~45)×10^(4)m^(3)/d,注水速度为240~320 m^(3)/d,注采井距700 m,地层压力保持原始地层压力水平85%;指导优选开发等级区,实施注水注气矿场先导试验,取得较好试验效果。

汽车EPS伺服变幅加载系统PID建立DNN控制优化

为了进一步提高汽车电动助力转向电液伺服加载系统运动精度,设计了一种PID建立DNN控制系统。通过柔性联接的模式构建电液位置伺服系统,确保在瞬态平衡响应过程中快速完成控制。搭建了柔性电液位置伺服调控测试,并开展调控效果分析。研究结果表明:通过PID建立的DNN控制器在校正柔性联接电液位置伺服参数方面发挥了关键作用,整体响应时间大幅缩短,确保系统频段动态控制效果获得明显改善。采用DNN控制器调节柔性连接电液伺服系统时,能够有效增强系统低频负载位移精度,避免发生幅值衰减的问题,能够以更高精度跟踪柔性连接电液位置伺服参数,促进了系统跟踪性能获得明显改善。该研究对提高汽车运行稳定性以及节能具有很好的理论支撑作用。

位移无拖曳控制的动力学协调条件研究

针对位移无拖曳控制的可实现性问题及避免推力饱和问题,首先基于位移无拖曳控制动力学方程,推导出位移无拖曳控制系统中连续可变推力推进子系统的最大推力需要满足的基本动力学协调条件。进一步由位移无拖曳控制动力学方程退化得到的切换动力学方程,推导出负刚度加速度函数为线性及非线性函数两种情形下的让步动力学协调条件。针对让步动力学协调条件开展了仿真比对,结果表明,强非线性情形下的让步动力学协调条件比退化的线性情形更加严苛。最后通过分析给出位移无拖曳控制避免推力饱和的、定性的动力学协调条件,并得到仿真校验,即:检验质量初始状态及指令状态应在让步动力学协调条件区域内靠近负刚度力零位,开环系统时间延迟尽可能短,并且控制带宽应折中选择。

稠油油藏大段塞调驱后提高采收率新技术及应用

H1块为普通稠油区块,开展多轮次调驱后,取得较好的增油效果。但随着大段塞调驱剂注入,后期压力维持在较高水平,含水率持续上升,同时注入井吸水能力下降,油井产液能力下降,产量递减加大,亟需有效开发接替技术。为进一步改善开发现状,室内设计了在大段塞调驱段塞后,注入降黏剂进一步提高采收率。室内通过大量实验,筛选出了具有良好降黏性以及界面活性降黏剂JN-1,当质量分数达到0.2%时,降黏率可达82.0%,降低油水界面张力至4.72×10^(-3)mN·m^(-1)。室内物模实验表明,在注入0.3PV调驱段塞后,继续注入0.2%降黏剂段塞0.3PV,可充分启动残余油,进一步提高采收率16.8%。现场开展降黏驱4井组先导实验,设计注入质量分数0.2%、0.14 PV降黏剂,注入后平均单井日增油0.8 t,综合含水率下降6%。

新型低界面张力纳米微球调驱剂的合成与性能研究

聚丙烯酰胺纳米微球调驱剂作为一种新型的纳米驱油材料,在油田提高采收率方面取得了广泛应用。但是,目前使用的聚丙烯酰胺纳米微球功能主要以封堵为主,存在单体固含量低、水溶液吸水膨胀速度过快、驱油和降低表界面张力功能较差等问题。利用反相乳液聚合法,以白油为油相,2-丙烯酰胺-2-甲基丙磺酸(AMPS)、丙烯酰胺(AM)混合单体为水相,油酸/双子聚醚/OP-10混合表面活性剂为乳化剂,根据三元相图确定油相/乳化剂/水相三相的最佳配比(质量分数)为33.93%/24.87%/41.2%,以甲叉双丙烯酰胺(MBA)作为交联剂,在35℃利用氧化-还原剂聚合获得了既具有封堵功能,又具有超低表界面张力、高洗油效率的新型纳米微球调驱剂。工艺优化实验确定最佳的合成条件为单体配比m(AM)∶m(AMPS)为8∶1,交联剂质量分数为0.1%,氧化-还原剂质量分数为0.3%,搅拌速度为450 r/min。对聚合物纳米微球进行表征和性能评价,结果表明,其固含量为20.1%,粒径为54 nm,纳米微球封堵率可达95.1%,用其0.2%的水溶液测得界面张力为0.332 mN/m,洗油效率高达89.13%,为实施油田调驱提供了一种新材料。

基于模糊神经网络PID的煤矿掘进机俯仰控制研究

目前煤矿掘进机俯仰控制主要采用PID控制方法,在掘进机俯仰控制时变性与液压系统非线性情况下的控制精度不高。掘进机俯仰控制通过控制液压缸行程实现,将传统PID算法与模糊控制、神经网络等相结合,可有效提高液压缸行程控制精度。提出了一种基于模糊神经网络PID的煤矿掘进机俯仰控制方法。通过分析掘进机支撑部运动学关系,得到俯仰角与支撑部液压缸的数学关系;介绍了掘进机俯仰控制液压系统工作原理,建立了液压系统及其传递函数模型;将模糊控制与神经网络相结合,形成模糊神经网络,利用模糊神经网络优化PID控制参数,再结合支撑机构数学模型和液压系统传递函数模型,建立掘进机俯仰角模糊神经网络PID控制模型,实现煤矿掘进机俯仰机构自动精确控制。该方法可使掘进机俯仰机构更加快速、准确到达预设位置,解决掘进机俯仰控制中的时变性与非线性难题。仿真结果表明:模糊神经网络PID控制算法相较于模糊PID和PID控制算法,跟踪误差分别降低了69.34%和74.49%。通过液压缸位移控制模拟煤矿掘进机在突变工况和跟随工况下的俯仰控制,结果表明:模糊神经网络PID控制算法相比模糊PID和PID控制算法,俯仰控制跟踪误差最小,对位置信号的平均响应时间分别缩短了27.22%和50.33%,动态控制性能更好。

冗余驱动并联机构受力特性的控制方法研究

针对冗余驱动并联机构的驱动力优化,提出冗余驱动并联机构的位移协调模型,该模型考虑了各驱动臂的弹性变形和执行机构的位移。研究全位置控制、混合位置/力控制和全力控制3种控制方法在冗余驱动并联机构的力学特性,分析每种控制方法中驱动力/力矩、作动器位移、外载荷和驱动臂刚度之间的相关性,揭示了不同控制方法下输入位移和驱动臂刚度对力分布的影响规律。最后通过冗余驱动并联机构的实验平台,对3种控制方法进行了验证,并探讨了3种控制方法在不同工况下的应用。

外包钢壳混凝土拱形桥塔节段拼装几何姿态预测研究

赣州市集结大桥主桥为外包钢壳混凝土拱形桥塔斜拉桥,为确保钢混组合拱形桥塔节段拼装精准合龙,采用MIDAS Civil软件建立拱形桥塔空间几何模型,分析外包钢壳和混凝土湿重对桥塔变形的影响,采用切线初始位移法对桥塔施工阶段位移进行预测,通过求解制造线形对桥塔待拼装节段进行预偏修正,并与实测数据进行对比。结果表明:外包钢壳能显著减小桥塔变形;施工阶段桥塔变形主要由混凝土湿重引起,临时支撑能有效减小混凝土浇筑产生的横向变形。基于切线初始位移法的几何姿态预测方法能有效预测桥塔拼装全过程几何姿态,实测成桥阶段桥塔各节段最大偏位为6 mm,小于施工控制要求,具有较高的实施精度,可保证成桥状态下桥塔几何姿态的准确性。