高速铁路螺杆桩复合地基桩侧摩阻力原位试验研究

结合太焦高速铁路螺杆桩复合地基工程,开展螺杆桩复合地基桩侧摩阻力原位测试试验,通过分析获得的螺杆桩单桩静荷载-桩顶沉降曲线以及桩身内力分布曲线,研究高速铁路复合地基中螺杆桩侧摩阻力演化规律及螺杆桩的荷载传递过程。结果表明:螺杆桩-土接触面荷载传递过程可划分为弹性、弹塑性和极限状态3个阶段,弹性阶段桩侧摩阻力比小于等于0.5,弹塑性阶段桩侧摩阻力比为0.5~0.7,极限状态阶段桩侧摩阻力比为0.7~1.0;螺杆桩直杆段和螺纹段侧摩阻力演化规律为,在弹性阶段螺纹段侧摩阻力小于直杆段侧摩阻力,在弹塑性阶段螺纹段侧摩阻力接近直杆段侧摩阻力,在极限状态阶段螺纹段侧摩阻力大于直杆段侧摩阻力。     

混凝土悬浇箱梁横向框架分析

横向分析是预应力混凝土连续箱梁及连续刚构设计过程中必不可少的计算内容。文章以某高速公路变截面预应力混凝土连续箱梁桥为工程背景,采用Midas/Civil有限元分析软件,建立预应力混凝土箱形截面横向框架结构模型,分析箱梁顶板在各个荷载作用下的受力情况,为设计人员进行箱梁横向配筋计算提供参考。     

SX5624ZPV364非公路自卸车的悬挂系统侧倾角分析及计算

本文对SX5624ZPV364非公路自卸车的悬挂系统的侧倾角刚度进行了详尽的分析及计算,为SX5624ZPV364非公路自卸车悬挂系各总成的设计提供理论依据。     

线控转向系统路感模糊控制仿真分析

驾驶员希望通过转向盘的力矩信息感知汽车的行驶状态。文章主要研究汽车转向盘力特性与转向盘转角、车速、侧向加速度及转向阻力矩的关系,运用多变量模糊控制技术研究了线控转向系统的路感,通过ADAMS提供离线汽车数据,在Matlab／Simulink中对路感多变量模糊控制器进行了仿真,并对其中一种控制结构进行了硬件在环试验,给出了路感多变量模糊控制的一种参数调整方法以及路感数据。表明仿真同硬件在环仿真结果基本一致,验证了路感多变量模糊控制方法可行。     

Dynamic Performance of High-Speed Railway Transition Curves during Vehicle Movement

After introducing the theories and geometric features of four familiar transition curves (cubic parabola (CP), fifth degree parabola (FDP), half-wave-length sinusoidal (HS) and sinusoidal (SI)), these curves are compared under identical conditions of length, offset and the maximum of the first derivative of curvature. In terms of the roll acceleration (RA) and the lateral change of acceleration (LCA), the SI curve, in theory, is superior to other transition curves.     

季冻区河湖相软弱土地基试验观测结果分析

以季冻区河湖相软弱土为研究对象,通过对该类软弱土的代表性断面进行了长期沉降观测、位移观测、水位观测和空隙水压力观测,并对所观测的数据进行了分析,总结得出季冻区河湖相软弱土地基的沉降变形规律。它对该类软弱土地区的高等级公路的设计及施工等具有非常重要的意义。     

横腹杆式预应力混凝土支柱代替钢支柱的探讨

介绍了接触网横腹式大容量预应力混凝土软横跨支柱的研制开发过程,说明了大容量混凝土支柱具有高强度、低造价、耐腐蚀、无维修的优异的技术性能及特点,并与镀锌钢支柱在技术经济指标等方面进行了分析比较。经在哈大、西康、朔黄、神朔等线路的大批量投入使用,证明了大容量混凝土支柱全面替代钢支柱的 可行性,并提出了进一步推广使用的建议。     

中美碰撞标准对比与分析

伴随着车速的不断提升,汽车的碰撞安全性已成为全球高度关注的问题。文章对中美两国汽车的正面碰撞标准、侧面碰撞标准以及给乘客带来的伤害差异进行了对比分析,从中可以认识到中国和美国标准的差距,指出中国汽车碰撞标准仍相对落后和宽松;同时考虑到我国和欧美国家人体体型和体质的差异,在伤害标准方面,我们应当继续坚持对欧美伤害标准有差异的参考。     

蝶窦显微外科解剖

用成人尸头30个(60侧)及成人干颅骨51个(102侧),结合临床经鼻腔,蝶窦而达垂体的显微外科手术入路,对蝶窦及其周围血管神经关系进行了观察,统计和探讨,提供了国人的应用解剖资料。     

Field experiments on laterally loaded piles for an offshore wind farm

Pile foundations are widely used to support offshore wind turbines due to their cost effectiveness and rapid constructions. Offshore piles must be designed with enough capacity to withstand overturning moments caused by wind turbines and other environmental factors such as wave excitations and extreme winds. In this study, a full-scale field experimental test is undertaken to determine the pile behaviour under various lateral loading conditions. A distributed fiber optic sensing technology is used to measure strains along two instrumented piles. The bending moments and lateral deflections are calculated from distributed fiber optic sensors, and then analysed with the various p-y methods. Field measurements indicated that for two offshore piles ZK01 and ZK28 with diameter of 2 m and length of 71.5 m and 77.5 m, the maximum lateral movements under a given lateral load of 800 kN were 369.1 mm and 351.7 mm, respectively. The maximum bending moment occurred at 6.5 m and 5.5 m below seabed level with the corresponding depth of 12.15D and 11.95D for pile ZK01 and ZK28, respectively. The position of “zero crossing” of soil resistance for two instrumented piles is almost the same, even though the piles have different lengths. The lateral deflections and bending moments of the two instrumented piles are predicted by the API and hyperbolic method, which indicates that the hyperbolic method yields larger prediction errors than the API method. A modified p-y approach is then proposed for more reliable predictions when compared with field measurements.