差分层析SAR技术研究现状分析     

张月  庞蕾  徐西桂  张天  张瑞菊 《测绘通报》2019,(1):5-12

差分层析SAR是在层析SAR基础上发展起来的一种四维信息反演技术。它不仅实现了对雷达目标的三维分辨能力，同时可以获取目标的形变速率信息，可实现对目标方位-距离-高度-时间四维成像，这对实现城市基础设施动态形变监测、古建筑风险评估、重要工程安全监测等应用具有重要实际意义和价值。本文基于差分层析SAR成像原理，分析了成像处理过程中存在的问题，总结了差分层析SAR成像算法研究现状和特点；最后列举了差分层析SAR技术的主要应用领域，并对其技术发展趋势进行了展望。  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   

Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary     

Fanchao Kong  Dechun Lu  Xiuli Du  Chenpeng Shen 《国际地质力学数值与分析法杂志》2019,43(1):183-211

For slope condition of ground surface, the asymmetrical deformation about the vertical center line and the horizontal center line of the tunnel cross section can be formed. A unified displacement function expressed by the Fourier series is presented to express the asymmetrical deformation of the tunnel cross section. Five basic deformation modes corresponding to the expansion order 2 are a complete deformation mode to reflect deformation behaviors of the tunnel cross section under slope boundary. Such this complete displacement mode is implemented into the complex variable solution for analytically predicting tunneling-induced ground deformation under slope boundary. All of these analytical solutions are verified by good agreements of the comparison between the analytical solutions and finite element method results. A parameter study is carried out to investigate the influence of deformation modes of the tunnel cross section, geometrical conditions of the tunnel and the slope angle, and “Buoyancy effect” on the displacement field. Finally, the proposed method is consistent with measured data of the Hejie tunnel in China qualitatively. The presented solution can provide a simplified indication for evaluating the ground deformation under slope condition of ground surface.  相似文献   

大气负荷对新疆地区地壳形变和地面重力变化的影响     

王海涛  王斌  王伟  章传银 《大地测量与地球动力学》2019,39(2):189-194

基于ECMWF全球大气模型和中国地面气候资料日值数据集中新疆及周边的气象站气压数据，根据弹性地壳形变理论，采用移去-恢复法，利用负荷格林函数法和球谐函数法，计算新疆及周边区域2011~2015年大气负荷变化对地壳垂直、水平形变的影响，同时采用大气导纳方法计算大气变化对地面重力的影响。结果表明，大气负荷对新疆地区垂直形变的影响达到cm级，对地面重力的影响可达10 μGal；大气负荷影响具有明显的季节性。  相似文献   

Study on wetting deformation characteristics of coarse granular materials and its simulation in core-wall rockfill dams     

Xiongxiong Zhou  Shichun Chi  Maohua Wang  Yufeng Jia 《国际地质力学数值与分析法杂志》2020,44(6):851-873

The wetting deformation of coarse granular materials is often considered to be an important cause of the core wall rockfill dam cracks during impounding. By analyzing existing research results, this paper proposes a hyperbolic relationship between the wetting axial strain and wetting stress level and puts forwards a warped surface relationship among spherical stress, shear stress, and the ratio of wetting volumetric strain to wetting axial strain. To illustrate its practicability, the wetting strain model's parameter determination process is introduced and the rockfill materials wetting parameters are determined using the triaxial wetting test data. Moreover, the collapse settlement of Guanyinyan rockfill dam during first impounding is numerically simulated using the proposed method to calculate rockfill wetting deformation and verified by field measurements and monitoring data. The results show that the calculative method of wetting deformation proposed in this paper is reasonable and practical; the wetting deformation of upstream rockfill materials would cause an adverse deformation trend, which may lead to crack occurrence at the upstream slope and dam crest; and the Guanyinyan rockfill dam cracks on the top of junction mainly caused by the wetting deformation of upstream rockfill.  相似文献   

改进的小波阈值函数对变形监测数据的去噪研究     

甘若  陈天伟  郑旭东  段青达  潘梅 《大地测量与地球动力学》2020,40(1):17-22

基于小波分析中传统的阈值函数,结合其他学者提出的小波阈值函数,提出一种改进的小波阈值函数,并将其应用于变形监测数据的去噪处理。理论分析和算例表明,新的小波阈值去噪函数能够有效去除噪声。  相似文献   

一种变形监测中中长基线的单历元模糊度解算算法     

温亚鑫  戴吾蛟 《大地测量与地球动力学》2019,39(9):942-946

针对已有单历元模糊度解算算法只适用于短基线的情形，根据误差传播率确定模糊度精度，依据误差确定模糊度搜索空间，提出一种利用GPS双频观测信息实现中长基线下单历元模糊度固定的算法。首先，利用电离层约束法得到双差模糊度之间的线性约束条件；其次，利用变形监测中监测站点坐标近似已知的条件进行约束，反算获得近似模糊度；最后，根据监测站点已有的观测数据精度给出搜索空间，搜索固定模糊度。结果表明，该方法可以实现中长基线下单历元的模糊度固定，对实时变形监测有一定的参考价值。  相似文献   

Deformation patterns of upper Quaternary strata and their relation to active tectonics,Po Basin,Italy     

Alessandro Amorosi  Luigi Bruno  Bruno Campo  Bianca Costagli  Wan Hong  Vincenzo Picotti  Stefano Claudio Vaiani 《Sedimentology》2021,68(1):402-424

Despite increased application of subsurface datasets below the limits of seismic resolution, reconstructing near‐surface deformation of shallow key stratigraphic markers beneath modern alluvial and coastal plains through sediment core analysis has received little attention. Highly resolved stratigraphy of Upper Pleistocene to Holocene (Marine Isotope Stage 5e to Marine Isotope Stage 1) alluvial, deltaic and coastal depositional systems across the southern Po Plain, down to 150 m depth, provides an unambiguous documentation on the deformation of previously flat‐lying strata that goes back in time beyond the limits of morphological, historical and palaeoseismic records. Five prominent key horizons, accurately selected on the basis of their sedimentological characteristics and typified for their fossil content, were used as highly effective stratigraphic markers (M1 to M5) that can be tracked for tens of kilometres across the basin. A facies‐controlled approach tied to a robust chronology (102 radiocarbon dates) reveals considerable deformation of laterally extensive nearshore (M1), continental (M2 and M3) and lagoon (M4 and M5) marker beds originally deposited in a horizontal position (M1, M4 and M5). The areas where antiformal geometries are best observed are remarkably coincident with the axes of buried ramp anticlines, across which new seismic images reveal substantially warped stratal geometries of Lower Pleistocene strata. The striking spatial coincidence of fold crests with the epicentres of historic and instrumental seismicity suggests that deformation of marker beds M1 to M5 might reflect, in part at least, syntectonically generated relief and, thus, active tectonism. Precise identification and lateral tracing of chronologically constrained stratigraphic markers in the ¹⁴C time window through combined sedimentological and palaeoecological data may delineate late Quaternary subsurface stratigraphic architecture at an unprecedented level of detail, outlining cryptic stratal geometries at the sub‐seismic scale. This approach is highly reproducible in tectonically active Quaternary depositional systems and can help to assess patterns of active deformation in the subsurface of modern alluvial and coastal plains worldwide.  相似文献   

新疆东准噶尔顿巴斯套金矿地质特征及矿床成因     

刘文祥  邓小华  吴艳爽  韩申  陈西  李巽  王永  陈衍景 《地质论评》2021,67(1):67020022-67020022

新疆东准噶尔地区自北向南发育额尔齐斯、阿尔曼太、卡拉麦里三条大型构造带,南北两条构造带已发现大量造山型金矿,而阿尔曼太构造带与南北构造带具有相似的成矿地质背景,却未见造山型金矿的报道。因此,笔者等选取了该构造带最重要的金矿床——顿巴斯套金矿,开展了详细的岩相学、矿相学研究以及构造解析。研究表明,该矿床具有区域性断裂的次级断裂控矿、脆—韧性剪切带控矿、背斜核部控矿“三位一体”的控矿特征,其中,NW—SE向脆—韧性剪切带是最重要的控矿构造,金矿化显著晚于矿区赋矿岩浆岩——石英闪长玢岩,且该矿床与相邻构造带典型的造山型金矿地质地球化学特征相似。结合成矿流体具有中低温、富CO2的特征,综合认为顿巴斯套金矿是典型的造山型金矿。将该矿床成矿过程划分为3期：① 以产出草莓状黄铁矿为典型特征的沉积期;② 以黄铁矿压实、结核、重结晶为特征的成岩期;③ 以产出热液脉和金的矿化为典型特征的热液期。热液期进一步划分为两个阶段：以脆—韧性变形为主的铁白云石—石英—黄铁矿阶段和由脆—韧性变形向脆性变形转变的石英—钠长石—方解石阶段。黄铁矿可划分为6个世代、毒砂可划分为3个世代：① Py1为沉积成因的黄铁矿,具有草莓状、胶状等特殊结构;② Py2为成岩作用形成的黄铁矿,具有顺层分布、呈结核状等特征;③ 热液期毒砂Apy1,粒度20~50 μm,自形、半自形,常与金共生;④ 热液期毒砂Apy2,自形,粒度80~200 μm;⑤ 热液期黄铁矿Py3,他形—自形,粒度50~150 μm,以内部包体多、孔洞多为显著特征;⑥热液期黄铁矿Py4,半自形—自形,粒度100~250 μm,以包体多,孔洞少,发育压力影为特征;⑦ 热液期Py5,以背散射下亮度高、显著富As为特征;⑧ 热液期毒砂Apy3：以颗粒粗大、自形、内部包体少、发育碎裂结构和压力影为特征;⑨ 热液期黄铁Py6：以颗粒粗大、半自形到自形、内部包体少、发育碎裂结构和压力影为特征。随着脆—韧性变形作用进行,黄铁矿、毒砂的粒度有序递增,自形程度逐渐升高,而品位逐渐降低,金的沉淀主要发生在脆—韧性变形阶段,脆性变形阶段无金矿化。主成矿阶段标志性的铁白云石化蚀变、微细浸染状的黄铁矿化、毒砂化蚀变可以作为找矿标志。  相似文献   

不同荷载条件下冻土融化沉降过程试验研究   总被引：2，自引：1，他引：1  

黄永庭  马巍  何鹏飞  栗晓林 《冰川冻土》2021,43(1):184-194

融沉是困扰多年冻土区工程建设与安全运营的关键因素之一。通过室内试验,针对两种初始干密度不同的青藏粉质黏土,在-8~24 ℃之间正弦波动的周期温度边界条件下,分别开展了无荷载、静荷载及动荷载作用下冻结饱和试样的融沉试验（试样的初始温度为-1 ℃）,研究了试样内部温度、变形、孔隙水压力的时间变化过程。结果表明：温度边界相同时,在不同荷载作用下试样内部温度响应过程差异显著,反映了荷载对冻土融化速率的影响。在无荷载作用下,试样的竖向变形呈线性发展趋势,每次冻融过程中的融沉变形变化不大。在静荷载和动荷载作用下,试样的竖向变形呈先快速增加后逐渐稳定的趋势,且融化沉降变形主要发生在前3~4个冻融循环过程。试验结束时,在静、动荷载作用下试样最终变形量大于无荷载作用下,且干密度较小时竖向变形较大。在动荷载作用下,试样内部孔隙水压力变化幅度大于静荷载,且在前3次冻融循环过程中,动荷载作用下试样内部孔隙水压力消散数值大于静荷载,之后随着冻融循环次数的增加两者差异逐渐减小。试样融沉变形过程与温度变化、孔隙水压力的积累和消散过程密切相关。试验结果可为复杂边界条件下融化固结理论研究和工程中地基土体的融沉变形预测提供依据。  相似文献