Coordinative similitude law considering fluid‐structure interaction for underwater shaking table tests     

Zhong‐Xian Li  Kun Wu  Yundong Shi  Ning Li  Yang Ding 《地震工程与结构动力学》2018,47(11):2315-2332

Generally, when a model is made of the same material as the prototype in shaking table tests, the equivalent material density of the scaled model is greater than that of the prototype because mass is added to the model to satisfy similitude criteria. When the water environment is modeled in underwater shaking table tests, however, it is difficult to change the density of water. The differences in the density similitude ratios of specimen materials and water can affect the similitude ratios of the hydrodynamic and wave forces with those of other forces. To solve this problem, a coordinative similitude law is proposed for underwater shaking table tests by adjusting the width of the upstream face of the model or the wave height in the model test to match the similitude ratios of hydrodynamic and wave forces with those of other forces. The designs of the similitude relations were investigated for earthquake excitation, wave excitation, and combined earthquake and wave excitation conditions. Series of numerical simulations and underwater shaking table tests were performed to validate the proposed coordinative similitude law through a comparison of coordinative model and conventional model designed based on the coordinative similitude law and traditional artificial mass simulation, respectively. The results show that the relative error was less than 10% for the coordinative model, whereas it reached 80% for the conventional model. The coordinative similitude law can better reproduce the dynamic responses of the prototype, and thus, this similitude law can be used in underwater shaking table tests.  相似文献   

Assessment of soil factors controlling ephemeral gully erosion on agricultural fields   总被引：1，自引：0，他引：1       下载免费PDF全文

Paul Ollobarren Del Barrio  Miguel A. Campo‐Bescós  Rafael Giménez  Javier Casalí 《地球表面变化过程与地形》2018,43(9):1993-2008

The soil factor is crucial in controlling and properly modeling the initiation and development of ephemeral gullies (EGs). Usually, EG initiation has been related to various soil properties (i.e. sealing, critical shear stress, moisture, texture, etc.); meanwhile, the total growth of each EG (erosion rate) has been linked with proper soil erodibility. But, despite the studies to determine the influence of soil erodibility on (ephemeral) gully erosion, a universal approach is still lacking. This is due to the complex relationship and interactions between soil properties and the erosive process. A feasible soil characterization of EG erosion prediction on a large scale should be based on simple, quick and inexpensive tests to perform. The objective of this study was to identify and assess the soil properties – easily and quickly to determine – which best reflect soil erodibility on EG erosion. Forty‐nine different physical–chemical soil properties that may participate in establishing soil erodibility were determined on agricultural soils affected by the formation of EGs in Spain and Italy. Experiments were conducted in the laboratory and in the field (in the vicinity of the erosion paths). Because of its importance in controlling EG erosion, five variables related to antecedent moisture prior to the event that generated the gullies and two properties related to landscape topography were obtained for each situation. The most relevant variables were detected using multivariate analysis. The results defined 13 key variables: water content before the initiation of EGs, organic matter content, cation exchange capacity, relative sealing index, two granulometric and organic matter indices, seal permeability, aggregates stability (three index), crust penetration resistance, shear strength and an erodibility index obtained from the Jet Test erosion apparatus. The latter is proposed as a useful technique to evaluate and predict soil loss caused by EG erosion. Copyright © 2018 John Wiley & Sons, Ltd.  相似文献   

Analysis of the Characteristics of the D.P.R. Korean Seismic Event on September 23, 2017     

Du Guangbao  Zhao Yong  Sun Li  He Shaolin  Liu Jie 《中国地震研究》2018,32(2):280-287

A M3. 4 seismic event occurred in the Punggye-ri nuclear test site,D. P. R Korea at 16∶29 p.m. on September 23,2017. We analyzed the waveforms of this event recorded by the China Earthquake Networks Center. In conclusion,this event is complex,including an explosion with a successive earthquake. Although the beginning of the event is an explosion,fault dislocation plays the main role in the event.  相似文献   

不同厚度饱和砂土中群桩结构动力响应试验研究   总被引：2，自引：2，他引：0       下载免费PDF全文

李雨润  强东峰  邹泽  刘荟达  王海 《地震工程学报》2018,40(4):625-630

液化土中桩基础动力响应规律一直是工程抗震领域关注的热点问题。本文基于非液化砂土和不同厚度饱和砂土中的2×2群桩结构模型振动台试验,通过输入一定峰值加速度和频率的正弦波,对群桩在非液化土层和两种不同厚度饱和砂土层中的横向动力响应特性进行振动台试验研究。研究结果表明:在正弦波输入情况下,非液化砂土中群桩承台加速度和位移时程与台面输入时程相比,波形变化规律与峰值大小均相差不大;而对两种不同厚度饱和砂土中承台加速度和位移峰值放大较多,在相对较薄的饱和砂土中群桩承台加速度峰值较台面输入放大了1.83倍,较台面输出位移峰值放大了1.58倍;在相对较厚的饱和砂土中承台加速度和位移峰值则分别放大了2.18倍和1.91倍,说明在相同输入条件下,较厚的饱和砂土在发生液化后群桩承台的动力响应更加显著。  相似文献   

广州市轨道交通二十一号线工程路基抗震性测试研究   总被引：1，自引：0，他引：1       下载免费PDF全文

李同安 《地震工程学报》2018,40(4):759-764

传统路基动模量法大都进行单路基抗震性能分析,缺乏复合路基抗震性能分析,存在较高的偏差。对广州市轨道交通二十一号线工程路基抗震性进行测试,分析该地地质条件后,通过标准贯入实验法判断原始路基土质液化情况,使用瑞典条分法测试原始路基的抗震性能,判别出该路基液化土层滑动安全系数低、抗震稳定性差,应对其进行复合路基加固。通过圆弧滑动法对加固后的复合路基中碎石桩桩网结构路基以及CFG桩桩网结构路基进行抗震性测试。实验结果表明,所提方法抗干扰性能强且测试结果精度高。  相似文献   

高地应力V级围岩相似材料研制及岩体开挖卸载模型试验分析          下载免费PDF全文

方智淳  朱正国  王仁远  刘柳 《地震工程学报》2020,42(2):505-511

以黄土、砂为骨料,石膏、水泥为胶结材料,水为调节剂,以正交试验方法配制出V级围岩相似材料,该材料能够很好的模拟隧道Ⅴ级软弱围岩。在此基础上,以钢筒模型试验为媒介,通过千斤顶配合反力架加载,观察不同材料配比下的试验组应力变化斜率、自稳时间、应变大小等方面的差异,结合加载完成后模型开口处岩体变化情况,探索高地应力下Ⅴ级围岩开挖卸载效应。试验结果表明:虽然相似材料会因配比不同改变物理力学性质,但主要是对弹性模量的影响较大;在增大垂直压力作用下,试验中材料自稳时间变长,应力释放也较为彻底,但整体趋势放缓。  相似文献   

姿态修正技术在黄河河口测验中的应用     

宋中华  田慧  王静 《测绘通报》2020,(11):120-123

为了解决黄河三角洲附近海区测验中测船姿态对单波束数字测深数据的影响，本文利用姿态传感器对测船的姿态进行了有效改正。试验结果表明，姿态修正技术对数字测深仪瞬时水深进行改正后，其测深结果与传统的人工水深曲线改正后成果比较，中误差为0.089 m，试验段面0 m线以下面积相差不超过0.22%，符合国家规范要求，提高了海区测验中测深成果的精度，为数字技术在海区测量的应用提供了技术保证。  相似文献   

海南岛蒸发量的变化特征及其影响因子分析     

施晨晓  羊清雯  王小洁  程洪涛  郑虹晖 《气象科技》2019,47(3):439-449

利用海南岛18个气象观测站1966—2001年逐日20cm口径小型蒸发皿蒸发量及气象要素资料,通过数理统计方法分析了海南岛年和四季的蒸发量变化特征及气象因子对蒸发量的影响。结果表明:从时间上看,海南岛年蒸发量变化呈波动式下降,蒸发量的减少主要出现在春季,冬季和夏季次之。从空间上看,年蒸发量呈东北少、西南多的分布,其大值区主要集中在西南部,小值区主要集中在东北部和中部地区。M-K检验说明年与春冬两季蒸发量的变化呈下降趋势且在1994年前后发生突变。影响蒸发量变化的因子中,日照时数和风速是造成蒸发量减小的主要因子,降水量的影响仅次于风速和日照时数,而气温不是造成海南岛蒸发量减小的主要因子,相对湿度可能是海南岛的蒸发量减小的影响因子。  相似文献   

基于数值预报模式的乡镇温度预报方法研究     

吴春英  刘多文  钟博  蒋婷婷  于蕙箐  陈佳美  高燕 《气象与环境学报》2019,(1):108-112

利用2015年8月至2017年7月长兴岛站和交流岛站日最高气温、日最低气温实况资料,对ECMWF细网格2 m温度预报值和日本FSFE02(24 h地面形势场预报)、FSFE03(36 h地面形势场预报)进行了检验。结果表明:根据历史回归统计检验,ECMWF细网格模式24 h的2 m最高气温、最低气温预报效果显著,通过了0. 05信度显著性检验。对各月做相关分析,相关性均较好。利用前一日ECMWF细网格2 m温度预报值与长兴岛站实况差值,根据统计的ECMWF细网格2 m温度预报订正值,做出长兴岛站未来24 h的气温预报。交流岛站温度预报是在长兴岛站温度预报的基础上订正做出,经统计分析,交流岛站和长兴岛站的气温差值与地面形势场和风场有较好的对应关系,根据不同类型的地面形势场和风场订正值,做出交流岛站的温度预报。应用Matlab计算机语言的开发功能,提取ECMWF细网格2 m温度预报的最高、最低气温值,并录入当日长兴岛站和交流岛站最高、最低气温实况值,自动预报各站未来24 h最高气温、最低气温。创建可视化预报工作界面,实现乡镇温度预报自动化。  相似文献   

昆明长水机场气候特征分析     

张序 《气象科学进展》2019,(1):41-45

利用昆明市1951—2010年逐日气象数据,采用回归分析法和Mann-Kendall突变分析法进行分析和检验,确定了昆明市极端降水和极端温度天气事件。在此基础上,对昆明长水机场极端天气背景下大雾天气航班安全运行开展研究,并在对比昆明长水机场与原巫家坝机场大雾特点的基础上,制定出航班安全运行的应对措施。研究表明,近几年昆明市极端温度和极端降水事件呈现增多趋势;因地形原因,长水机场出现大雾的频率远高于原巫家坝机场;大雾造成的低能见度天气背景下,航班的安全运行需要航空公司各部门的通力协作。  相似文献