世纪大道原水管渠上部土方EPS置换施工

原水管渠是上海市全市人民的生命线 ,管渠的安全关系到全市的正常供水问题 ,所以一旦管渠发生异常 ,其影响是相当大的。本文通过世纪大道跨越原水管渠上部施工的实例分析 ,阐述了原水管渠上部土方 EPS(多孔聚苯乙烯 )置换施工。既使原水管渠得到了充分有效的保护 ,保证了原水管渠的正常供水 ,也使世纪大道设计总体构思得到体现 ,工程按质按期完成。EPS置换施工 ,引发了工程界的关注。     

地下4层盖挖逆作地铁车站设计要点研究

介绍盖挖逆作车站的做法以及地下四层盖挖逆作车站结构设计需重点研究的抗浮、侧墙顶拉弯应力控制、钢管柱受力控制、钢管柱施工误差控制、中间桩与边桩差异沉降控制等5个关键问题,并结合合肥轨道交通1号线大东门站地下4层盖挖逆作车站设计实例进行研究,得出采用板墙隼槽连接、AM桩、HPE液压垂直插入钢管柱工法等措施可以很好解决上述5个问题,相关研究结果可供类似工程参考。     

双线预应力混凝土连续梁桥竖向有载自振频率研究

研究目的:采用车-桥系统相互作用的计算模型,对铁路双线连续梁桥竖向有载自振频率进行了理论推导,并计算了两列20辆相同参数的提速客车从桥梁的两端同时通过40 m+4×72 m+40 m部分预应力混凝土连续箱形梁桥时,车-桥系统的竖向有载自振频率。为进一步研究多线铁路桥梁竖向有载自振频率和振动响应等提供参考。研究结论:该桥双线满布车辆时,竖向有载自振频率的变化规律与单线简支梁桥以及该桥单线通过列车时的竖向有载自振频率的变化规律相似;该桥的竖向有载自振频率可以用相应的无载自振频率来代替,不会引起明显的误差;如果计算该桥的竖向有载自振频率,可取其平均值代替。     

大跨度钢管单拱肋竖曲线混凝土箱梁顶推系统布设及施工技术

0以北京市通州至顺义公路跨京承铁路桥工程为例,详细介绍128 m跨钢管单拱肋竖曲线混凝土箱梁顶推施工顶推系统布设及施工技术。本工程具有大跨度、大吨位、竖曲线混凝土箱粱的三个特点,顶推施工采用了此项技术,工程实践证明顶推效果良好,施工技术可行,可为今后类似工程的施工提供一些技术借鉴。     

山区430m上承式钢管混凝土拱桥拱肋混凝土灌筑施工技术

结合支井河特大桥钢管拱肋混凝土灌筑施工实例,详细介绍了山区“V”形峡谷条件下拱桥拱肋混凝土灌筑方案、技术难点及对策、施工工艺、质量标准及检测等,可为相同条件桥梁施工提供借鉴。     

One-dimensional modelling of the plankton ecosystem of the north-western Corsican coastal area in relation to meteorological constraints

In order to study the influence of wind mixing on the spring variability of the plankton production of the north western Corsican coastal area, a one-dimensional (1D), vertical, coupled hydrodynamic/biological model (ECOHYDROMV) is used. A hydrodynamic 1D model of the water column with a k–l turbulent closure is applied. The biological model comprises six state variables, representing the plankton ecosystem in the spring period: phytoplankton, copepods, nitrate, ammonium, particulate organic matter of phytoplanktonic origin and particulate organic matter of zooplanktonic origin. The system is influenced by turbulence (expressed by the vertical eddy diffusivity), temperature and irradiance. The model takes into account momentum and heat surface fluxes computed from meteorological data in order to simulate a typical spring atmospheric forcing for the considered area. Results show that primary production vertical structure is characterised by a subsurface maximum which deepens with time and is regulated by the opposite gradients of nitrate concentration and irradiance. Surface plankton productivity is mainly controlled by turbulent vertical transport of nutrients into the mixed layer. The short time scale variability of turbulent mixing generated by the wind appears to be responsible for the plurimodal shape of plankton blooms, observed in the considered area. Furthermore, the model is applied to the study of the spring evolution of the plankton communities off the bay of Calvi (Corsica) for the years 1986 and 1988. In order to initiate and validate the model, time series of hydrological, chemical and biological data have been used. The model reproduces accurately the spring evolution of the phytoplankton biomass measured in situ and illustrates that its strong variability in those years was in close relation to the variability of the wind intensity.     

高低不平顺条件下高速铁路桥-隧过渡段路基的动力特性

基于D'Alembert原理的能量弱变分和整体Lagrange格式,建立了无碴轨道桥-隧过渡段半无限三维空间动力有限元计算模型,结合高速车辆振动的几何不平顺条件,采用一与不平顺管理标准相应的激振力来模拟列车高速移动的竖向动荷载.通过数值分析,研究了高速移动荷载和不平顺条件下桥-隧过渡段路基的动态响应,揭示了几何竖向上"凸"或下"凹"不平顺等因素对其路基变形、动应力及加速度的影响规律,并与部分实测资料进行了对比,证实了计算模型的正确性.合理选择"超高"填筑过渡段,能减小过渡段路基动态响应,其研究结果为高速铁路过渡段的设计与施工提供了重要基础.     

Lateral load transfer and normal forces estimation for vehicle safety: experimental test

Knowledge of vehicle dynamics data is important for vehicle control systems that aim to enhance vehicle handling and passenger safety. This study introduces observers that estimate lateral load transfer and wheel–ground contact normal forces, commonly known as vertical forces. The proposed method is based on the dynamic response of a vehicle instrumented with cheap and currently available standard sensors. The estimation process is separated into three blocks: the first block serves to identify the vehicle’s mass, the second block contains a linear observer whose main role is to estimate the roll angle and the one-side lateral transfer load, while in the third block we compare linear and nonlinear models for the estimation of four wheel vertical forces. The different observers are based on a prediction/estimation filter. The performance of this concept is tested and compared with real experimental data acquired using the INRETS-MA (Institut National de Recherche sur les Transports et leur Sécurité – Département Mécanismes d’Accidents) Laboratory car. Experimental results demonstrate the ability of this approach to provide accurate estimation, thus showing its potential as a practical low-cost solution for calculating normal forces.     

斜向水泥土桩加固路基室内模型试验研究

通过室内模型试验研究斜向水泥土桩加固技术的工作机理是一种比较有效的方法,在国内尚无先例。此次模型试验设计,主要考虑在线路荷载作用下路基本体的沉降变形相似和桩体材料的刚度相似两个方面出发,共设计了8组模型试验,通过模型试验研究了路基顶面沉降变化规律、路基边坡位移变形规律、路基土体内部竖向应力分布规律及水泥土桩体受力变形特征,得到了一系列有价值的结论。     

某重型越野汽车越障越壕能力分析

本文通过力学模型简化分解了汽车越障越壕的过程,以每个过程建立力学平衡方程进行了分析,计算出车辆的越障越壕能力。