基于不确定度连续传递模型的标准曲线双误差拟合程序

"不确定度连续传递模型"是建立在"约克方程"基础上的双误差标准曲线回归新理论。文章简单介绍了这一理论的基本思路与数学模型以及根据该模型设计出的计算机程序。该程序可进行标准曲线的一次曲线、二次曲线、三次曲线、指数曲线和对数曲线的简单回归、一次曲线的Y-单误差(含相对误差和绝对误差)回归,一次曲线x、y双误差(含相对误差和绝对误差)回归,并可根据回归曲线计算出给定允许最大误差时的检出限。程序功能齐全、界面友好、使用方便,是化学检测实验室必备的工具软件之一。     

空间数据服务效率优化策略

分析了空间数据服务的特点和现状,探讨了提高数据传输效率的技术途径、提出了基于Grid FTP集群的空间数据服务效率优化策略,设计了基于动态数据分块和服务性能加权的负载均衡算法并开展了相关实验.实验结果表明、提出的优化策略是可行、有效的,能够显著的改善大数据量空间数据集的传输效率.     

预应力混凝土连续梁桥线形监控

目前在高速铁路连续梁施工中最常用的施工方法为对称悬臂发浇筑施工,由于桥梁施工分阶段进行,后续梁段的施工将会影响前面已经施工完毕的梁段,改变桥梁的受力与变形,因此,为了保证大桥顺利合龙以及成桥线性美观,成桥后符合设计要求,需要进行必要的线性监控。结合成绵乐铁路跨绕城高速连续梁桥,通过模拟分析施工过程,计算出施工预抬值,并...     

马岭—镇北地区延长组长8油组的砂体类型与多层叠置的连续型油藏特征

重点通过对马岭—镇北地区长8油藏储层的研究,将研究区长8油藏的储层砂体类型划分为2大类4小类：水道砂体（水下分流河道、水下深切水道、扇内水道）、河口坝砂体。在其它成藏条件的有机配置下,形成了以上述4种类型砂体为储层的多层叠置的连续型油藏。其特征为：①油藏分布在湖盆斜坡和中心位置的砂体连片叠置的沉积体系中;②4类储层单砂...     

侧钻技术在钻孔事故处理中的应用

介绍了用连续造斜器在水泥人工孔底侧钻绕过孔内事故钻具的原理,并通过多个工程实例阐述了侧钻技术的要点,总结的经验体会对类似工程有参考意义。     

Elevation trends and shrink–swell response of wetland soils to flooding and drying

Given the potential for a projected acceleration in sea-level rise to impact wetland sustainability over the next century, a better understanding is needed of climate-related drivers that influence the processes controlling wetland elevation. Changes in local hydrology and groundwater conditions can cause short-term perturbations to marsh elevation trends through shrink–swell of marsh soils. To better understand the magnitude of these perturbations and their impacts on marsh elevation trends, we measured vertical accretion and elevation dynamics in microtidal marshes in Texas and Louisiana during and after the extreme drought conditions that existed there from 1998 to 2000. In a Louisiana marsh, elevation was controlled by subsurface hydrologic fluxes occurring below the root zone but above the 4 m depth (i.e., the base of the surface elevation table benchmark) that were related to regional drought and local meteorological conditions, with marsh elevation tracking water level variations closely. In Texas, a rapid decline in marsh elevation was related to severe drought conditions, which lowered local groundwater levels. Unfragmented marshes experienced smaller water level drawdowns and more rapid marsh elevation recovery than fragmented marshes. It appears that extended drawdowns lead to increased substrate consolidation making it less resilient to respond to future favorable conditions. Overall, changes in water storage lead to rapid and large short-term impacts on marsh elevation that are as much as five times greater than the long-term elevation trend, indicating the importance of long-term, high-resolution elevation data sets to understand the prolonged effects of water deficits on marsh elevation change.     

高烈度区大跨度桥梁粘滞阻尼器减震研究

高烈度地震对铁路桥梁安全造成巨大隐患,且次生灾害将引起较大经济损失。该大跨连续梁桥所处地震带正进入活跃期,未来有发生较大规模强烈地震的可能,但桥梁自身不具备高烈度抗震能力,需利用粘滞阻尼器对其进行减震处理。采用斜向设置阻尼器并配合双曲面球型支座,来控制可能发生的纵向和横向地震。通过数值模拟进行阻尼器参数敏感性分析以及减震效果讨论,进而确定其最优设置方案。选取相关参数作为评价指标,对比加设阻尼器前后易损部位的地震响应,确定其在高烈度地震荷载激励下的减震效果。研究结果表明:在液体粘滞阻尼器的作用下,使得各墩协同受力,大大增加了结构的整体性,同时能很好弥补减隔震支座不能很好的控制上部结构位移的缺点,同时能降低罕遇地震力对桥墩的冲击损伤。因此,在高烈度区大跨度桥梁中更有必要设置阻尼器来抗震。     

利用GNSS资料分析云南地区M≥5.7地震前应变场分布特征

对云南地区43个GNSS连续站2012-01~2018-12站点位移时间序列进行深加工处理,以期间发生的7次M≥5.7地震为样本,分别获取震前面应变和最大剪应变分布,并对震前应变场分布特征进行研究。结果表明：1) 7次M≥5.7地震前,云南地区存在显著的面应变变化趋势,多数情况下存在强挤压和强拉张并存的格局,累积面应变一般超过±4.0×10^-8,地震多发生在面应变(特别是面挤压)变化的高梯度带上;2) 7次M≥5.7地震前,云南地区存在显著的最大剪应变变化趋势,累积最大剪应变一般超过5.0×10^-8,地震多发生在最大剪应变变化的高梯度带上;3) 面应变(特别是面挤压)和最大剪应变变化的高梯度带可作为研判未来M≥5.7地震发震地点的重要区域。     

Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil

Face stability analysis of tunnels excavated under pressurized shields is a major issue in real tunnelling projects. Most of the failure mechanisms used for the stability analysis of tunnels in purely cohesive soils were derived from rigid block failure mechanisms that were developed for frictional soils, by imposing a null friction angle. For a purely cohesive soil, this kind of mechanism is quite far from the actual velocity field. This paper aims at proposing two new continuous velocity fields for both collapse and blowout of an air‐pressurized tunnel face. These velocity fields are much more consistent with the actual failures observed in undrained clays. They are based on the normality condition, which states that any plastic deformation in a purely cohesive soil develops without any volume change. The numerical results have shown that the proposed velocity fields significantly improve the best existing bounds for collapse pressures and that their results compare reasonably well with the collapse and blowout pressures provided by a commercial finite difference software, for a much smaller computational cost. A design chart is provided for practical use in geotechnical engineering. Copyright © 2012 John Wiley & Sons, Ltd.     

芜湖市GPS台站网系统升级后的智能化管理与应用

本文阐述了连续运行参考站系统管理和监控原理,利用监测功能进行智能化管理以及升级后的连续运行参考站系统在芜湖市建设中的应用。