深埋隧道围岩-支护结构稳定性研究

依据隧址区工程地质特征,建立通-渝深埋公路隧道1:1实体模型。通过有限元数值模拟,结合量测资料,分析了隧道按全断面法和台阶法动态施工过程围岩-支护结构屈服接近度、位移和应力特征,以及支护结构钢支撑受力、二次衬砌轴力和弯矩特征。结果表明,在相同的地质条件和支护条件下,台阶法较全断面法没有明显的优势,为深埋公路隧道优化设计和施工提供了科学依据。     

位移监测在边坡治理工程中的应用

位移监测可为分析滑坡的结构和成因、评价预测滑坡的稳定性及发展趋势等提供重要信息。实例分析表明,将位移监测资料与斜坡变形破坏现象结合起来,能准确地判定斜坡的变形阶段,评价和预测边坡施工及其使用过程中边坡的稳定状况。     

箱形隧道基坑下已建地铁盾构隧道隆起位移的控制分析与设计

结合南京火车站站前广场龙蟠路隧道（南侧）西段上跨已建成的地铁1号线双线盾构隧道时的基坑支护工程,采用排桩与桩板支护法有效地解决了基坑开挖中盾构隧道隆起位移控制的难题。并就箱形隧道基坑下已建地铁盾构隧道隆起位移的控制分析计算、排桩与桩板支护设计及施工方法、施工中的位移监控量测结果作了较详细地分析论述。     

有限元方法一致质量矩阵的理论分析与应用

以空间桁架单元、梁单元、三角形膜单元为研究对象,设置线性位移模式、建立形函数、推导单元一致质量矩阵,给出适用于有限元方法的一致质量矩阵应用公式,为弹性结构的有限元分析提供参考,为研究预应力锚固体系及石油资源开采等提供指导.     

基于徕卡TS30全站仪的桥墩平面位移监测应用研究

以中石化投建的日照—濮阳—洛阳原油管道下穿郑焦城际高铁项目为例,阐述了在邻近高铁桥墩基坑开挖施工中,利用徕卡TS30高精度全站仪进行桥墩平面位移监测的应用.测量施工方案为现场自由架站,以4个已知控制点进行后方交会设站定向,且仪器架站距监测点的距离约为60 m,然后采用按监测点编号顺序观测的方式对桥墩进行监测测量.按照该方法,利用徕卡TS30高精度全站仪对相关高铁桥墩进行观测,能快速、准确监测高铁桥墩平面位移变化的数据信息.     

安哥拉深水水道地质知识库建立及应用

利用浅层(上新统)三维高频地震资料的剖面、切片和属性信息,对安哥拉陆坡区深水水道特征和定量关系进行研究,在复合水道和单一水道两个层次上建立了安哥拉地区浊积水道定量化地质知识库.研究结果表明:研究区单一水道活动方式类似于曲流河点坝模式,即单一水道仅沿侧向(垂直于古流向)整体迁移,不存在整体“下游扫动”分量,且在平面上其侧积复合体呈“同心半环状”,单一水道的砂体以垂向加积方式充填在轴部,厚度向边部减薄;单一水道的宽度与深度、弯曲弧长与弯曲度之间存在较好的正相关性;复合水道样式按照内部单一水道的活动方式分为(Ⅰ)侧向迁移、(Ⅱ)斜列迁移和(Ⅲ)摆动迁移三类模式,且(Ⅰ)类主要发育在高弯曲段(弯曲度>1.3),Ⅱ类和Ⅲ类主要发育在低弯曲段(1<弯曲度≤1.3);该地质知识库成功应用到实际三维地质建模中,具有推广价值.本文研究不仅可以完善深水水道定量分布模式,而且可以有效降低此类油田开发风险,具有理论和实际意义.     

城市复杂环境下Visual/INS/LiDAR融合高精度位姿估计方法研究EI北大核心CSCD

高精度位姿估计在国防安全、空间探索、经济发展和社会服务等方面发挥着不可替代的支撑作用。随着智能化时代的到来,互联网、物联网的快速发展,谷歌、百度、特斯拉、Uber等无人驾驶方案的不断完善,以及我国北斗工程“羲和计划”的实施,基于位置的服务不断增加。在城市复杂场景下,当前单一传感器的位姿估计方法已不能满足人们对导航定位服务精度及可靠性的需求,因此,融合多种传感器,适用于复杂环境的高精度位姿估计成为当前学术研究与工程实践的聚焦点。     

北斗高精度位移监测创新试验平台的设计与实现

鉴于传统的位移监测实验模式存在诸多弊端,本文设计了一种基于北斗的高精度位移监测创新试验平台。首先,建立北斗单历元定位数学模型,给出一种适用于北斗多频信号主辅频相关法(MAXCOM)的整周模糊度快速解算流程;然后,基于Visual Studio 2019开发平台,运用C#编程语言,研制一种北斗高精度位移监测创新试验平台(LSMS)。试验测试与分析结果表明,LSMS试验平台的北斗位移监测精度可达厘米级,其中北向精度优于0.9 cm,东向精度优于1.2 cm,垂直精度优于3.0 cm,水平精度优于1.5 cm,点位精度优于3.3 cm。本文方法及试验平台用于北斗高精度位移监测创新试验是行之有效的。     

基于规则的多种类型海岸线TM/ETM+影像智能检测方法

A coastline is defined as the average spring tide line. Different types of seacoast, such as sandy, silty, and bio- logical coast, have different indicators of interpretation. It is very difficult to develop a universal method for interpreting all shorelines. Therefore, the sandy, the silty, and the biological coast are regarded as research objects, and with data mining technolog,found the rules of interpretation of those three types of coastlines. Then, an intelligent coastline interpretation method based on rules was proposed. Firstly, the rules for ex- tracting the waterline in Landsat TM/ETM＋ （Thematic Mapper/Enhanced Thematic Mapper Plus） imagery were discovered. Then, through analyzing the features of sandy, silty and biological coast, the indicators of interpreting different types of shoreline were determined. According to the indicators, the waterline could be corrected to the real coastline. In order to verify the validity of the proposed algorithms, three Landsat TM/ETM＋ imageries were selected for case studies. The experimental results showed that the proposed methods could interpret the coastlines of sandy; silty, and biological coasts with high precision and without human intervention, which exceeded three pixels.     

Optimal Design of Equivalent Water Depth Truncated Mooring System Based on Baton Pattern Simulated Annealing Algorithm简

The highest similarity degree of static characteristics including both horizontal and vertical restoring force-displacement characteristics of total mooring system, as well as the tension-displacement characteristics of the representative single mooring line between the truncated and full depth system are obtained by annealing simulation algorithm for hybrid discrete variables （ASFHDV, in short）. A“baton” optimization approach is proposed by utilizing ASFHDV. After each baton of optimization, if a few dimensional variables reach the upper or lower limit, the boundary of certain dimensional variables shall be expanded. In consideration of the experimental requirements, the length of the upper mooring line should not be smaller than 8 m, and the diameter of the anchor chain on the bottom should be larger than 0.03 m. A 100000 t turret mooring FPSO in the water depth of 304 m, with the truncated water depth being 76 m, is taken as an example of equivalent water depth truncated mooring system optimal design and calculation, and is performed to obtain the conformation parameters of the truncated mooring system. The numerical results indicate that the present truncated mooring system design is successful and effective.