基于非等间距模型的建筑物沉降预测方法研究

该文基于实测资料进行建筑物沉降预测。在灰色模型和泊松曲线模型理论的基础上,引入对非等间距数列进行变换处理的方法,从而建立了非等间距预测模型。结合建筑物沉降监测资料进行分析比较,结果表明,两种预测方法均能较好地反映建筑物的沉降趋势。     

Monotone Regression and Correction for Order Relation Deviations in Indicator Kriging

The indicator kriging (IK) is one of the most efficient nonparametric methods in geo-statistics. The order relation problem in the conditional cumulative distribution values obtained by IK is the most severe drawback of it. The correction of order relation deviations is an essential and important part of IK approach. A monotone regression was proposed as a new correction method which could minimize the deviation from original quintiles value, although, ensuring all order relations.     

非开挖水平定向钻具（HDD）的分析与应用

本文介绍了水平定向钻杆（杆体材质R780）的机械性能;本公司开发的高钢级（G105或S135）水平定向钻杆的开发应用,分析其原理及使用价值。     

多频载波相位组合进行单点定位

不同于双频数据的应用,多频数据的采用对单点定位有着特殊意义,可以更好地获得其模糊度的解。基于卫星导航定位系统多频载波相位线性组合理论,研究了具有特殊意义的组合观测值及其特性。在此基础上,通过多频观测值数据的数值仿真,采用新方法进行整周模糊度快速求解。编制了基于多频载波相位组合单点定位软件,通过结果的比较分析,得出有一定实际应用意义的结论。此方法算法简单,速度快,能够满足实时导航定位的需要,具有工程应用价值。     

非开挖水平孔的孔壁稳定性分析

土体水平钻孔孔壁稳定是非开挖成孔的关键,也是人们一直关心的的重要问题,严重的孔壁失稳将引发周围环境的动力破坏。本文采用有限元数值模拟技术着重研究孔壁周围土体应力应变场的变化对孔壁稳定的影响程度。探讨钻进过程中孔周土体应力分布和发展规律,分析孔壁稳定的条件和影响因素,可以为土体水平钻孔的施工和设计提供更可靠的依据。     

非开挖管道翻转内衬修复技术的探讨

本文重点介绍了翻转内衬修复技术的原理、工序、技术特点等,并概括介绍了其它几种非开挖修复技术修复城市燃气埋地管道的方法,最后展望了翻衬法的应用及推广前景。     

英国排水管道修复新技术

德国与英国的管道修复公司合作开发出一种称为Epros SeaLiner的原位固化法管道修复技术,其包括衬管材料、特制树脂和技术工艺。应用该技术能在地下水渗入破损管道的条件下施工,可靠密封衬管与宿主管之间环状间隙和枝管重开处的接头,彻底克服内衬修复及接口重开所致的渗漏问题。     

非开挖城市地下信息管线数据采集和建库

地下管线的数据采集和建库是实现地下管线信息化管理的基础和前提。本文提出了针对目前非开挖敷管数据三维数据采集和整理结合CAD进行三维成像的思路,与城市地下管线信息管理系统整合,实现地下管线的系统高效信息化管理。     

非开挖技术在济青高速公路工程中的应用

在治理济青高速公路因渗滞水的影响,造成路基、路面损坏的工程中,根据工程特点,采用了不影响交通、不破坏道路结构、不破坏环境、施工速度快、施工精度高、施工成本低、社会效益显著的水平定向钻进非开挖技术,非开挖技术是利用不开挖的相关技术对地下管线、管道进行铺设、修复或更换的高新技术,该技术在河道堤防、水库大坝的排水,以及铺设供水、排污等管线中有着广泛的应用前景。     

GPS单点测速的误差分析及精度评价 (英文)

Error sources which decrease the accuracy of GPS in absolute velocity determination have been changed since SA was turned off. Firstly, quantities of all kinds of error sources that influence velocity determination are analyzed. The potential accuracy of GPS absolute velocity determination is derived from both theory and field GPS data simulation. After that, two tests were carried out to evaluate the performance of GPS absolute velocity determination in the case of a static and an airborne GPS receiver and INS （Inertial Navigation System） instrument in kinematic mode. In static mode, the receiver velocity has been estimated to be several mm/s with the carrier-phase derived Doppler measurements, and several cm/s with the receiver generated Doppler measurements. In kinematic mode, GPS absolute velocity estimates are compared with the synchronized measurements from the high accuracy INS. The root mean square statistics of the velocity discrepancies between GPS and INS come up to dm/s. Moreover, it has a strong correlation with the acceleration or jerk of the aircraft.