基于POI大数据的京津冀旅游资源空间分异研究   总被引：1，自引：0，他引：1  

张坤  苏欣蕾  苏凯红  王颖 《地域研究与开发》2021,40(1):103-108,114

采集京津冀地区的高德地图POI旅游景点数据,利用Geoda和ArcGIS软件对其旅游景点的空间分异特征进行解析,并依次对照自然(地形、水文)、基础建设(交通、基础设施)、社会发展(GDP、人口)3类6种数据进行相关性分析。结果表明:(1)京津冀旅游景点空间聚集特征突出,以“京津”为聚集中心的空间分异明显,景点总体密度呈“多中心,层级发展”分布。(2)自然属性类的旅游景点对地形、水文的依附性较强。其中3级分类中的宗教文化景点、城市公园和城市广场与水文的依托关系最为紧密。(3)基础设施方面,现代人文吸引物类旅游景点与交通关系最为密切;旅游景点供给与城乡基础设施供给不完全匹配,尤其是在县级城市及乡镇聚居点,基础设施供给能力强于旅游景点供给能力。(4)旅游景点分布和地区经济优势产业有关,天津滨海新区等地区旅游景点相对稀少,未来其旅游发展有较大潜力。  相似文献   

台风灾害多元致灾因子联合分布研究   总被引：2，自引：0，他引：2  

许红师  练继建  宾零陵  徐奎 《地理科学》2018,38(12):2118-2124

以沿海城市海口为例,运用三维Copula函数构建台风灾害多元致灾因子联合分布模型,开展多元致灾因子相互作用下的台风灾害事件联合重现期和失效概率的分析,提出全面评估台风灾害影响的研究思路。结果表明：三维Gumbel Copula函数能够合理描述台风灾害多元致灾因子之间的联合分布,以单变量作为设计依据会低估具有一定严重程度的台风灾害发生频次,相对于单变量重现期和二维联合重现期,三变量联合重现期的计算结果更加贴近实际情况。防台措施设计标准的制定应全面考虑台风灾害多元致灾因子,且应充分考虑各致灾因子间的相互作用以及设计期内的失效概率。研究成果可为中国沿海省市的可持续发展以及减灾、防灾政策的制定等提供重要的科学依据。  相似文献   

Explosive compaction technology for loess embankment settlement control: numerical simulation and field implementation     

Li  Haichao  Tao  Junliang  Wei  Lianyu  Liu  Yanzhu 《Acta Geotechnica》2020,15(4):975-997

Loess covers about one-tenth of the world’s land area. While it is often used as embankment fill, loess is not an ideal construction material due to its wet collapsible nature, as it may cause significant embankment settlement and other related problems. Although explosive compaction (EC) technology has been used for many years, the challenges in experimental testing and theoretical analysis hinder its wider application. This paper contributes to the development of a design construction scheme of EC technology for loess embankment improvement through an integrated approach that involves finite element modeling, small-scale experiments, full-scale simulation and field implementation. In this study, a reliable finite element model is developed and validated through a small-scale experiment. The model is developed based on the software ANSYS/LS-DYNA^®14.5 and takes into account the coupling between different materials (including soil, explosives, air and pavement). Critical performance factors such as the volume of the explosion cavity, the density of the compacted soil and the soil pressure can be obtained directly from the model. The model is then extended to simulate full-scale embankments. A sensitivity study is conducted to establish the correlations between the design parameters and the abovementioned performance factors. The relationships served as design guidelines for the successful implementation of the EC technique in an embankment section on the Cheng-Chao highway in China. The results demonstrated the feasibility of the EC technique as a ground improvement method for loess embankments, and it illustrated the effectiveness of the numerical method as a tool in design.

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周期分布桩体对平面SH波隔振效应的解析求解     

巴振宁  刘世朋  吴孟桃  梁建文 《岩土力学》2020,41(9):2861-2868

将排桩对平面SH波的隔振简化为弹性波散射的二维平面问题,基于全空间中无限周期结构的周期特性,给出了一种求解无限周期分布桩体对平面SH波隔振效应的解析方法。该方法采用波函数展开法并结合Graf加法定理,利用全空间中相邻周期单元的散射波场在频域内相差一个相位的特性,仅选取一个周期单元,将入射波场和所有散射波场的贡献叠加后,根据边界条件求解待定系数,从而求得整个散射波场。该解析解能够精确求解无限周期分布桩体的散射问题,分析周期分布桩体数量较多时的隔振规律,弥补了以往理论分析中桩体个数较多时难以求解的不足。重点讨论了桩体个数、桩体刚度、桩体间距和桩体类型等因素对隔振效果的影响,结果表明：（1）该方法显著降低了求解大量桩体问题时的存储量和计算量,有限周期模型计算结果随桩体个数增多收敛于无限周期模型,反映了该方法的正确性;（2）整体上桩体刚度增大有利于提高隔振效果,但桩体刚度对隔振效果的提升有限,桩体剪切波速为土体5倍时已具有足够的隔振效果;（3）桩间距对隔振效果有着直接影响,间距越小则低频禁带宽度越大;（4）桩体类型对隔振效果有着显著影响,实心桩有着良好的隔振效果,而具有柔性内填充的管桩在低频段有着更佳的隔振效果。  相似文献   

基于动力触探的钙质土相对密实度研究     

林澜  李飒  孙立强  刘小龙  陈文炜 《岩土力学》2020,41(8):2730-2738

圆锥动力触探试验（DCPT）是一种用来预测地基土相对密实度的方法。然而,现有的预测公式主要针对石英土。为解决这一问题,通过现场以及室内模型试验,得到了轻型动力触探贯入指标与钙质土相对密实度之间的关系。可知相比于石英土,粒径对钙质土贯入指标的影响较为显著。若采用现有公式计算钙质土的相对密实度,得到的数值偏大,结果偏于危险。为了便于工程应用,基于Butterfield改进的量纲分析理论,建立了一种可将不同形式DCPT的贯入指标进行相互转化的方法,实现了轻型与重型动力触探指标之间的相互转换,进而得到了重型动力触探贯入指标与钙质土相对密实度之间的关系。根据现场重型动力触探试验数据可知,上述关系的计算结果与现场实测结果吻合良好。  相似文献   

NBFTP: a dedicated data transfer system for remote astronomical observation at Dome A     

黄思远  于策  孙超  胡义  商朝晖  马斌  车明  鹿孝孝 《天文和天体物理学研究(英文版)》2021,(3):34-42

Dome A,Antarctica,has been thought to be one of the best astronomical sites on the Earth for decades.Since it was first visited by astronomers in 2008,dozens of facilities for astronomical observation and site testing were deployed.Due to its special geographical location,the data and message exchange between Dome A and the domestic control center could only depend on Iridium.Because the link bandwidth of Iridium is extremely limited,the network traffic cost is quite expensive and the network is rather unstable,the commonly used data transfer tools,such as rsync and scp,are not suitable in this case.In this paper,we design and implement a data transfer tool called NBFTP(narrow bandwidth file transfer protocol)for the astronomical observation of Dome A.NBFTP uses a uniform interface to arrange all types of data and matches specific transmission schemes for different data types according to rules.Break-point resuming and extensibility functions are also implemented.Our experimental results show that NBFTP consumes 60%less network traffic than rsync when detecting the data pending to be transferred.When transferring small files of 1 KB,the network traffic consumption of NBFTP is 40%less than rsync.However,as the file size increases,the network traffic consumption of NBFTP tends to approach rsync,but it is still smaller than rsync.  相似文献   

The significance of earthquake-induced dynamic forces in coastal structures design     

《Ocean Engineering》1995,22(4):301-315

The dynamic forces of sea water and backfill soil acting on coastal embankments and the hydrodynamic forces on offshore breakwaters have been analyzed using a finite-difference scheme. A non-horizontal sea bottom is considered in the analysis. Both rigid and flexible embankments are included in the study. For a coastal embankment, the hydrodynamic pressure of sea water acting on the embankment face significantly increases as the slope of the sea bottom increases. On the other side of the embankment, the pore pressure and the interaction force between the soil and fluid will augment significantly when the backfill soil is compressed during earthquakes. When the sea-embankment-backfill soil interaction is included, the dynamic forces acting on a flexible embankment are much larger than those on a rigid one. The comparison of evaluating the sliding of a cassion in a case study of SPM by a conventional analysis and the present seismic analysis was made. The earthquake-induced dynamic pressures on both sides of the embankment (or breakwater) could be much larger than the force generated by the storm surge. The hydrodynamic (or seismic) analysis incorporating the effect of an earthquake should be included in the coastal embankment or offshore breakwater design, especially for the area with active earthquakes.  相似文献   

From unstable to stable seismic modelling by finite-difference method     

《Physics and Chemistry of the Earth, Part A: Solid Earth and Geodesy》1999,24(3):247-252

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砂土中四筒导管架风机基础抗弯承载力研究     

乐丛欢  任建宇  姜明涛  张浦阳  丁红岩 《海洋工程》2021,39(2):12-19

针对一种四筒导管架海上风机基础,基于有限元数值分析,通过建立砂土中不同筒径和筒高的四筒导管架基础有限元模型,研究砂土中单调弯矩荷载的作用下,筒径与筒高对导管架基础抗弯承载力的影响。分析结果表明:四筒导管架风机基础的抗弯承载力随着筒高或筒径的增加呈明显的增长趋势,相比于筒径的增加,筒高的增加对提高基础抗弯承载力更为有效;在极限弯矩荷载的作用下,基础旋转中心水平向位置受筒高的影响较大,但竖向位置受筒高和筒径的影响很小。  相似文献   

基于机器学习的海洋浮标寿命及轨迹预测     

陈若冰  陈萱  董明媚  梁建峰  李雨森  王刚  刘晓光 《海洋通报》2021,40(3)

Argo计划(Array or Real-time Geostrophic Oceanography)为海洋和大气研究提供了宝贵的资料,在短期天气预报和长期气候预测中起到了重要作用。为保证Argo观测阵列的正常运转,需要时刻关注浮标的运行状态,以保证研究区域内维持一定数量和密度的浮标。然而Argo浮标投放费用高昂,投放过早会导致资源浪费,投放过迟会导致信息资料的缺失。本文旨在使用机器学习的方法对Argo浮标在未来某个时间点的位置和状态(仍在工作或已经损坏)进行预测,以提前制定投放计划,保证在正确的位置和时间投放新的浮标,以减少资金投入。对于浮标寿命预测任务,除硬件特征之外添加额外的已存活时间作为动态属性,使用回归决策树、梯度提升回归树、随机森林和支持向量回归机等机器学习方法,对浮标剩余寿命进行预测。对于浮标轨迹预测任务,使用基于LSTM的Encoder-Decoder模型对未来多个时间步后的浮标的经/纬度信息进行预测,有效地避免了传统的LSTM模型循环单步预测所带来的误差累积问题。实验证明本文提出的浮标剩余寿命和位置预测模型都能达到较高的预测准确率,对指导浮标投放有重要意义。  相似文献