Experimental study on wide-shallow composite bucket foundation for offshore wind turbine under cyclic loading     

Xuyue Wang  Hongyan Ding  Yonggang Liu 《Marine Georesources & Geotechnology》2019,37(1):1-13

As an appropriate type of foundation for offshore wind turbines (OWTs), wide-shallow composite bucket foundation (WSCBF) is cost-competitive, and it has a unique and special substructure that comprises seven internal rooms arranged in a honeycomb-like structure. In this study, the cyclic behavior of WSCBF for OWTs embedded in saturated clay was investigated using a large-scale model subjected to lateral cyclic loading. The responses of foundation under constant- and various-amplitude cyclic loadings were recorded in terms of displacements, rotations, and bending moments. The variations in stiffness and damping were obtained, and a collaborative bearing mechanical model between the bucket and soil was considered, which was beneficial for improving the stiffness of the whole structure. Accumulative deformation was found to have little effect on the bearing capacity of the foundation. Dynamic analysis in frequency domain was further performed on both moment and rotation data, and the complex, frequency-dependent impedance was also studied.  相似文献   

一种基于点云法向量的基准特征提取与倾斜分析方法     

孙文潇  王健  靳奉祥  梁周雁 《测绘通报》2019,(3):155-158,162

针对目前将三维激光扫描技术应用于变形监测领域存在基准特征难以提取、点云数据分析缺乏适用的方法等问题，本文提出了一种基于点云法向量的基准特征提取与形变分析方法。首先利用局部平面拟合方法获得点云的法向量，并沿点云法矢方向探测基准点；然后利用三次B样条曲线对探测的正确基准点进行拟合；最后根据拟合曲线计算基准高程和对径点倾斜角分析基准特征形变信息。对某化工厂的罐体点云数据进行基准特征提取结果表明，该方法可以快速、全面地获取监测对象的整体信息，且能够正确分析监测对象的基准形变。  相似文献   

复杂环境下地基SAR粗差探测及应用     

马金玉  龙四春  童爱霞  吴文豪  祝传广 《测绘通报》2020,(2):43

雷达视线受施工机械等的间断遮挡导致部分影像产生相位奇异值，从而造成解缠错误及误差传递，简单的相关影像处理难以识别受遮挡影像。本文提出了改进的基于小波变换的信号奇异性检测方法，通过对地基SAR PS点时序相位特征进行分析，将遮挡影像识别转化为粗差探测问题；由PS点相位序列与影像位置关系，根据测区PS点相位序列的奇异点集合得到受遮挡影像集；最后将受遮挡影像剔除后得到的地基SAR监测结果与精密全站仪、水准与游标卡尺数据进行对比分析。结果表明：本文提出的方法用于受遮挡影像的识别是可行的，解决了地基SAR在实际工程应用中可能存在的影像遮挡带来的测量数据含有粗差的问题，提高了监测区域伪影像检测的效率与准确性。  相似文献   

Reconstruction of the Cenozoic deformation of the Bohai Bay Basin,North China     

Yinbing Zhu  Shaofeng Liu  Bo Zhang  Michael Gurnis  Pengfei Ma 《Basin Research》2021,33(1):364-381

A well‐constrained plate deformation model may lead to an improved understanding of sedimentary basin formation and the connection between subduction history and over‐riding plate deformation. Building quantitative models of basin kinematics and deformation remains challenging often due to the lack of comprehensive constraints. The Bohai Bay Basin (BBB) is an important manifestation of the destruction of the North China Craton, and records the plate kinematic history of East Asia during the Cenozoic. Although a number of interpretations of the formation of the BBB have been proposed, few quantitative basin reconstruction models have been built to test and refine previous ideas. Here, we developed a quantitative deformation reconstruction of the BBB constrained with balanced cross‐sections and structural, stratigraphic and depositional age data. Our reconstruction suggests that the basin formation process was composed of three main stages: Paleocene‐early Eocene (65–42 Ma) extension initiation, middle Eocene‐early Oligocene (42–32.8 Ma) extension climax and post‐Oligocene (32.8–0 Ma) post‐extensional subsidence. The deformation of the BBB is spatially heterogeneous, and its velocity directions rotated clockwise during the basin formation process. The reconstruction supports the interpretation that the BBB formed via strike‐slip faulting and orthogonal extension and that the basin is classified as a composite extensional‐transtensional basin. We argue that the clockwise rotation of the basin velocity field was driven by the counter‐clockwise rotation in the direction of Pacific Plate subduction. The kinematics of the BBB imply that the Pacific Plate may have been sufficiently coupled to the over‐riding East Asian Plate during the critical period of Pacific Plate reorganization. The new reconstruction provides a quantitative basis for studies of deformation processes not only in the vicinity of the BBB, but also more broadly throughout East Asia.  相似文献   

朝鲜2017年核爆对中国东北地区形变场的影响     

王阅兵  甘卫军  张锐  游新兆 《大地测量与地球动力学》2020,40(1):11-16

基于19个连续GNSS观测站的多种采样率（10 Hz、1 Hz和30 s）数据,分析2017-09-03朝鲜核爆对中国东北地区地壳形变场的影响。静态位移分析结果显示,距核爆现场最近的GNSS观测站JLCB没有产生明显的同震形变,与基于均匀半无限弹性空间断裂位错模型正演模拟的结果一致;GNSS应变结果显示,此次核爆在东北区域引起主应变的略微调整,但总体调整量在10-8以内,没有引起区域范围内面应变的变化;高频GNSS动态形变分析结果显示,核爆在JLCB站处没有引起明显的波形变化。另外,高频GNSS受到多路径效应的影响,可能会引起cm级的扰动,利用恒星日滤波方法可以抑制多路径的影响,得到精度更高、更可靠的动态形变结果。  相似文献   

GNSS在变形监测中的应用研究     

吴玉苗  李伟  王树东 《测绘与空间地理信息》2017,40(9)

随着GNSS技术的快速发展以及变形监测的需求日益增加,GNSS在变形监测中的应用越来越广泛,更新了变形监测手段,弥补了单一系统的不足,提高了监测效率与精度,为变形体的稳定性监测与安全运营提供了保障。本文探讨了GNSS的变形监测方案及数据处理方式,并结合盐水沟隧道工程的实例详细说明了GNSS在变形监测中的应用,最终通过实例验证GNSS能满足变形监测的精度等要求。  相似文献   

北斗Ⅱ载波相位差分定位法在高填方变形监测中的应用     

杜伟飞  张继文  夏娜  郑建国  于永堂  张慧海 《测绘科学技术学报》2017,34(4)

通过对北斗Ⅱ载波相位差分定位技术在高填方变形监测中的应用研究,包括实时动态差分定位(RTK)和静态相对定位,构建了完整的北斗Ⅱ高填方变形监测软硬件系统。该系统采用基于贯序极限学习机的卫星信号周跳探测与修复方法进行数据预处理,并利用基于卫星历元数的分层置信滤波算法对静态相对定位结果进行修正,提高了定位结果的准确性和可靠性。通过自制的精度测试装置,以百分表和钢尺测量的位移变化量为相对真值,完成了上述变形监测系统的精度试验。试验结果表明:该系统的RTK高程测量精度优于2 cm,静态高程测量精度优于2 mm,静态水平位移测量精度优于1.5 mm,可有效抑制卫星信号周跳和卫星历元数量较少等因素的影响。  相似文献   

基于粒子群算法的组合模型在变形分析中的应用     

王显鹏  黄声享  李冠青 《测绘工程》2017,26(1)

在构建并联组合模型进行变形预测时,单项模型权值的确定是个关键问题。为了提高变形预测的精度,以基坑监测数据为例,采用GM(1,1)模型与ARMA模型进行组合,在拟合误差平方和最小的准则下,使用粒子群算法求解两单项模型的最优权值,进而构建并联组合模型进行变形预测。结果表明,该方法融合各单项模型的优势,可以提高预测精度,避免求解线性规划问题,具有较好的实用性。  相似文献   

基于GNSS-RTK的在建超高层风载动态变形监测     

熊春宝  何浩博  牛彦波  叶作安 《测绘工程》2017,26(5)

首先以海星达H32全能型GNSS-RTK接收机为试验仪器,进行不同星系组合的RTK定位精度试验研究。然后以在建的天津高银117大厦为监测对象,采用GPS+GLONASS+BDS三星系组合对其进行现场强风作用下的RTK动态变形监测。利用巴特沃斯滤波对实测数据进行去噪处理,得到各测点的位移曲线。分析结果表明:GPS单星系定位的平面坐标精度相对较差,双星系组合定位的平面坐标精度与三星系组合定位的平面坐标精度基本相当,但GPS+GLONASS+BDS三星系组合定位的稳定性和可靠性最强;由于施工阶段大厦结构的刚度和整体性与竣工后存在差异,故在强风作用下其按一定施工步距滞后的低矮外框的振动位移幅度大于其高耸内筒结构的振动位移幅度;大厦外框和内筒均存在横风向振动位移,且横风向振动位移与顺风向振动位移的大小相近;监测环境对监测结果有着一定的影响,66层各点的监测值误差要大于95层各点的监测值误差。  相似文献   

两种不同的SVM建模方法在大坝变形预测中的应用   总被引：1，自引：0，他引：1  

沈哲辉  张安银  司聪  沈月千 《测绘工程》2017,26(7)

用支持向量机对大坝变形监测数据建模分析和预测一般有两种方法:一是仅用大坝的变形数据作为输入端和输出端,构建支持向量机模型;二是用温度、水压等大坝变形的影响因子作为输入端,大坝变形数据作为输出端,构建支持向量机模型。两种建模方法比较研究鲜有讨论,文中用这两种建模方法对福建省某一大坝进行建模预测。结果表明,第二种方法建模预测速度更快,预测精度更高。  相似文献