坐标转换模型在盾构姿态计算中的应用   总被引：7，自引：4，他引：3  

潘国荣  周莹  张德海 《大地测量与地球动力学》2006,26(3):84-87

在附有条件的间接平差模型的基础上,提出用归一化大角度坐标转换模型计算盾构机姿态,并从其原理、方法以及精度上进行了分析。应用结果表明:利用坐标转换法计算盾构机姿态,与常规解方程法相比较更能有效利用参考点的所有信息,计算过程简明,且便于程序实现。  相似文献   

非常规电测深法在工程地质勘查中的应用   总被引：4，自引：2，他引：2       下载免费PDF全文

贾志宽  安西峰  李振峰  张少岭  任静 《地球物理学进展》2006,21(1):296-299

本文提出了“非常规电测深法”的概念及实际操作过程,阐述了其应用条件和效果.存在高阻屏蔽层时电法解释较为困难.针对这一情况,本文提出了高阻屏蔽层影响的校正方法,提高了电法解释的精度和效果.  相似文献   

TSP203在雪峰山隧道施工地质超前预报中的应用研究   总被引：4，自引：1，他引：3  

黄戡  彭建国  丁国华  陈韶光  龚道平 《地质与勘探》2006,42(5):103-106

介绍了地质超前预报的研究进展和TSP203的工作原理、数据处理、解译技术及其在雪峰山隧道施工地质超前预报中的应用.通过对比分析验证了预报结果的准确性,展示了TSP203探测系统在隧道施工地质超前预报中的广阔前景.  相似文献   

Parametric Vibration Analysis of Submerged Floating Tunnel Tension Legs     

SUN Sheng-nan  SU Zhi-bin  FENG Yun-fen  XU Xian-yi 《中国海洋工程》2020,(1):131-136

According to the characteristics of submerged floating tunnel anchored by tension legs,simplifying the tube as point mass and assuming that the tension leg is a nonlinear beam model hinged at both ends,the nonlinear vibration equation of the tension leg is derived.The equation is solved by the Galerkin method and Runge Kutta method.Subsequently,numerical analysis of typical submerged floating tunnel tension leg is carried out.It is shown that,the parametric vibration response of the submerged floating tunnel tension leg is related to the amplitude and frequency of the end excitation.Without considering axial resonance and transverse resonance,it is reasonable that higher order modes are abandoned and only the first three modes are considered.The axial resonance amplitude of the second or third order mode is equivalent to the first order mode axial resonance amplitude,which should not be ignored.  相似文献   

Impacts of confining pressure and safety thickness on water and mud inrush in weathered granite     

Jinquan Liu  Weizhong Chen  Zhiping Deng  Taogen Liu 《Marine Georesources & Geotechnology》2020,38(2):144-153

Abstract

Due to the strong disintegration and water erosion of completely weathered granite, water and mud inrush disasters are apt to take place in this zone during underwater tunnel construction. The pore, compactness, seepage path length, fracture geometries and their interconnections for water and mud transfer are strongly influenced by confining pressure and waterproof-resistant slab safety thickness. In order to inspect the influence, a series of experiments based on a self-designed testing system and non-Darcy testing method were performed. The results indicated that the water and mud inrush evolution increased with the increase of confining pressure and decreased with the increase of safety thickness. In particular, the confining pressure mainly influences the initial evolution stage, and a critical safety thickness to prevent water and mud inrush is obtained. Besides, the non-Darcy testing method results shows that the water and mud inrush evolution affects the influence of non-Darcy flow. For example, while the safety thickness was smaller than the critical value, the evolution was large and unstable and its behavior transferred into nonlinear. In this case, the flow changed to non-Darcy flow.  相似文献   

基于移动三维扫描技术的隧道管片错台分析及应用     

赵亚波  王智 《测绘通报》2020,(8):160-163

错台是地铁隧道的主要病害之一,通常是由于盾构机施工控制不好或是隧道荷载发生变化导致,错台的发生也会引起隧道收敛变形及渗水等其他病害。传统手段主要采用人工巡检等方式进行错台情况的检测,由于受夜间窗口期短的影响,该方法效率低,成果难以精确量化。研究采用基于轨道的隧道移动三维激光扫描系统对隧道错台进行检测,通过快速获取隧道三维点云生成正射影像,并基于正射影像进行管片的划分及里程的匹配,进而根据每一环的三维点云信息计算管片错台情况。以青岛地铁2号线为例,本文介绍了移动扫描技术在地铁隧道管片错台检测的应用情况,为该技术在其他隧道的推广应用提供了一定的借鉴意义。  相似文献   

青藏铁路沿线不同类型挡沙墙阻沙率     

杨印海  薛春晓  石龙  李凯崇  孔令伟  张芳 《中国沙漠》2020,40(1):173-178

基于风洞试验对青藏铁路沿线不同类型防沙措施防沙效果进行模拟研究,探讨了不同类型挡沙墙的防沙效果。结果表明：挂板式、轨枕式和箱式挡沙墙输沙率随高度基本呈递增缓变型趋势,最大输沙率低于20%;铃铛式和高立式聚乙烯（PE）网挡沙墙随高度呈递减陡降型趋势,距地表6~8 cm处为转折点,转折点以上输沙率随高度增大急剧减小,转折点以下输沙率随高度变化较为平缓,最大输沙率低于50%。随着风速的增大,各挡沙墙的阻沙率呈递减趋势：挂板式和轨枕式挡沙墙对风速的敏感性最弱,整体阻沙效果较优,可大范围推广;箱式挡沙墙对风速的敏感性较弱,建议在风速18 m·s^-1以下的地区使用;PE网挡沙墙防沙效果对风速的敏感性最强,建议在风速10 m·s^-1以下的地区使用。  相似文献   

Parametric vibration of submerged floating tunnel tether under random excitation     

孙胜男  苏志彬 《中国海洋工程》2011,25(2):349-356

For the study of the parametric vibration response of submerged floating tunnel tether under random excitation,a nonlinear random parametric vibration equation of coupled tether and tube of submerged floating tunnel is set up.Subsequently,vibration response of tether in the tether-tube system is analyzed by Monte Carlo method.It may be concluded that when the tube is subjected to zero-mean Gaussian white noise random excitation,the displacement and velocity root mean square responses of tether reach the peak if the circular frequency of tube doubles that of tether;the displacement and velocity root mean square responses of tether increase as the random excitation root mean square increases;owing to the damping force of water,the displacement and velocity root mean square responses of tether decrease rapidly compared with tether in air;increasing the damping of the tether or tube reduces the displacement and velocity root mean square responses of tether;the large-amplitude vibration of tether may be avoided by locating dampers on the tether or tube.  相似文献   

基于圆柱多段拟合的隧道中轴线提取方法研究     

荆海峰  李广云  王力  杨文锋 《大地测量与地球动力学》2018,38(2):211-215

提出基于圆柱多段拟合的隧道中轴线提取方法。首先对隧道点云数据进行预处理,并将点云按隧道走向分成不同区段;然后对各区段依据轴线与表面点云法线垂直关系,提取精度较低的中轴线;最后对各区段利用圆柱多段拟合,提取精度较高的中轴线。实验表明,隧道中轴线的提取在一定的采样区间具有较高的稳定性,对直线和弯曲的圆形隧道有良好的适用性,算法可靠,精度较高。  相似文献   

湍流度随高度的变化及其对城市宏观地形的依赖     

李大全  孙武  欧阳睿康  黄盛  高梦媛  李庆祥  黄启明 《热带地理》2019,39(3):365-376

分别构建广州主建成区垂直比例尺为1﹕2 000、1﹕1 000和1﹕500的3个建筑物模型,利用大型边界层风洞,在西北和东南两风向下,基于中性流模拟分析了复杂城市地形下湍流度随高度的变化及其对宏观地形的依赖。结果表明：风廓线指数α与不同高度的湍流度之间的关系密切,利用现有模型,根据4类粗糙度边界层和不同垂直比例尺,可确定相应的湍流度随高度变化模型的主要系数,预测精度高。城市地形下最大湍流度面发育在0~0.2 h之间狭窄的范围内。用湍流度形态指数β来表征湍流度随高度的变化,无论城市屋脊还是平坦地形,随着风程区的延伸,廓线的指数α升高,湍流度形态指数β降低。表明同一高度湍流度值具有由迎风区、丘顶区向背风区增高,沿风程逐渐增大的规律,对地形部位和风程的依赖性强,与来流翻越简单地形时的特征一致。  相似文献