恒压群孔注浆浆液压力分布理论模型与现场试验

隧道初期支护渗漏水严重威胁隧道全寿命周期运营安全,渗漏水处治过程中隧道拱底破坏、拱顶效果差的不均一性是其根本难题。针对目前隧道渗漏水处治过程中存在的设备浪费、工艺复杂等问题,提出基于多孔注浆的新型群孔注浆工艺,设计能保证一台注浆泵多个注浆孔同时注浆,并满足所有注浆孔孔口压力一致的恒压群孔注浆装置;考虑浆液重力因素影响,分析恒压群孔注浆浆液扩散规律,推导浆液压力变化方程,建立考虑浆液重力的浆液压力分布模型,获得浆液压力分布随隧道截面角度的变化规律;设计隧道初支壁后注浆现场试验,分析实际浆液压力与隧道截面角度的关系,并与理论计算结果进行对比,从隧道初支渗漏水注浆原理、工程特点及治理效果等方面,对其注浆设计提出相关建议。研究结果发现：基于恒压群孔注浆理论设计的群孔注浆装置可极大提高工程效率,治理区域注浆整体均匀;考虑浆液重力的浆液压力分布与现场试验结果基本吻合,恒压群孔注浆浆液压力呈现明显的椭圆形分布,拱底压力为拱顶压力的2.3倍,浆液压力分布随隧道截面角度呈对称分布,未考虑浆液重力的浆液压力分布与现场试验数据差别在-43%~33%不等,因此,注浆设计应充分考虑浆液的重力,研究结果对隧道初支渗漏水注浆理论与工艺有重要的借鉴意义。     

Product Quality Evaluation Method Based on Product Gene Theory

Traditional quality inspection based product quality evaluation method with complex process has high operating cost and requires more professional knowledge. To remove the above limitation, this paper leads product gene theory into product quality evaluation. Methods of quality influencing factors based modeling and encoding are established. Combined with similarity theory and product gene theory, a product gene similarity analysis based quality evaluation method is proposed. The proposed method is low cost, operates easily and requires less specialized knowledge. A case study is conducted to prove the correctness and feasibility of this method.     

基于网络处理器的IPV4转发功能的实现

网络处理器提供了强大的数据处理能力,使得实现线速级的IPV4转发成为可能.本文基于某通信公司的硬件平台,并通过对各种转发表进行微码编程来实现转发功能.     

柱塞副油膜温度分布的数值分析

在忽略温度在油膜厚度方向的变化而将温度求解视为二维问题的条件下,采用数值方法研究了轴向柱塞泵马达柱塞副油膜的温度分布规律.假设膜厚分布已知,通过黏温黏压关系方程、雷诺方程和能量方程联合求解,得出柱塞副油膜的温度分布.结果表明,按二维绝热模型计算的温升比传统的解析法更接近实测值,计算出的温度分布规律与实际测试结果一致.     

电动摩托车标准体系的研究

安全、环保、能量消耗、蓄电池及控制器等将成为电动摩托车标准法规的重要研究课题。目前,我国仅在纯电动摩托车类、驱动电机系统类、电动辅助装置类和术语类等方面制定了行业标准,而在电动摩托车整车、关键系统、零部件、基础设施、基础与通用标准领域也要不断完善标准要求。     

裂隙围岩隧道开挖扰动效应分析

节理裂隙岩体隧道开挖具有围岩稳定性差、施工风险高、诱发涌水突泥可能性大等特点.基于离散元理论,以青坪隧道为工程背景,针对裂隙围岩隧道施工过程中的围岩变形机理展开了研究,分析了隧道开挖围岩扰动效应性.为实际工程提供了较好技术支持.     

基于 Advisor 的纯电动汽车动力参数匹配

文中分析了纯电动汽车动力装置参数的选择对纯电动汽车性能的影响,建立了纯电动汽车电动机和传动系的参数匹配数学模型,并结合某型号纯电动汽车设计实例,利用Advisor软件对整车进行了纯电动汽车动力系统的仿真计算。结果表明,所选定的动力系统参数能够满足纯电动汽车动力性的要求。     

粉细砂地基冲击碾压施工技术应用

天然粉细砂地基承载力低,在一定的上部荷载作用下易产生过大的变形或不均匀沉降。该文通过比选现有的地基处理方法,提出了适合于粉细砂地基处理的方法——冲击碾压法,并在东郊至龙楼公路上进行了冲击碾压处理粉细砂地基的技术应用。现场检测表明,冲击碾压处理粉细砂地基达到了预期效果。     

Design and implementation of a UPnP-can gateway for automotive environments

In this paper, we propose a universal plug and play (UPnP) — controller area network (CAN) gateway system using UPnP middleware for interoperability between external smart devices and an in-vehicle network. The proposed gateway consists of a UPnP communication device, a CAN communication device, and a device translator layer. In-vehicle devices are not usually IP-based, so we implemented an in-vehicle device manager in the UPnP communication device which is in the gateway. We developed a vehicle simulator to produce real vehicular data for performance analysis. The CAN communication device transmits and receives real-time vehicle data between the real vehicular simulator and external devices through the UPnP. The device translator layer configures a message frame for enabling seamless data input and output between the CAN and UPnP protocols. After implementation, we generated an internal-external service request and tested the result. Finally, we confirmed the service request and operation between external devices and the internal vehicular device. Additionally, for a variety of external device numbers and communication environments, we demonstrated the gateway performance by measuring the round trip time (RTT) for overall service implementation.     

Hydroplaning simulation of a tire in thin water using fem and an estimation method and its application to skid number estimation

To simulate the hydroplaning of a tire, many analytical studies have been performed using commercial explicit FE (Finite Element) codes such as MSC.DYTRAN and LS-DYNA. However, most previous studies on this subject have addressed simulation of hydroplaning for water more than 5 mm deep. Additionally, because a great number of Eulerian elements and Lagrangian elements are typically used to analyze hydroplaning and because multiple analyses should be performed for various water depths, long CPU times are required. In this study, it was found that the traction force and the lift and drag forces between the tire and the road surface could be easily estimated for water shallower than 5 mm using an exponential function based on tire rolling FE simulation results. Furthermore, changes in skid resistance, expressed as SN (skid number), could be estimated for various water depths and vehicle speeds using the method proposed in this study, and the results were proven to be in good agreement with results obtained using the ASTM E274 Pavement Friction Tester.