Laboratory and field performance of recycled aggregate base in a seasonally cold region

The objective of this project was to characterize the freeze-thaw properties of recycled concrete (RCA) and asphalt (RAP) as unbound base and to assess how they behaved in the field for nearly 8 years. This paper includes an examination of existing information, laboratory studies of freeze-thaw behavior, and evaluation of data from MnROAD field-test sections in a seasonally cold region, i.e., in Minnesota, USA. Test sections were constructed using recycled materials in the granular base layers at the MnROAD test facility. One test section included 100% RAP, another 100% RCA, a third one a 50/50 blend of RCA/natural aggregate, and a fourth one only natural aggregate (Class 5) as a control. The stiffness (i.e., elastic modulus) was monitored during construction and throughout the pavement life by the Minnesota Department of Transportation, along with the variation of temperatures and moisture regimes in the pavement to determine their effects on pavement performance. The resilient modulus of each material was determined by bench-scale testing in accordance with NCHRP 1-28a, as well as by field-scale tests incorporating a falling-weight deflectometer. Specimens were subjected to as many as 20 cycles of freeze-thaw in the laboratory, and the change in their resilient modulus was measured. In the field-test sections constructed with the same materials as the base course, temperature, moisture, and field modulus (from falling-weight deflectometer tests) were monitored seasonally for nearly 8 years. From the temperatures in the base course layer, the number of freeze-thaw cycles experienced in the field was determined for each test section. Inferences were made relative to modulus change versus freeze-thaw cycles. Conclusions were drawn for long-term field performances of the recycled base (RAB) in comparison to natural aggregate.     

地基主动式云自动观测设备外场比对试验

对2015年1—5月安装在中国气象局大气探测试验基地的Ka波段毫米波测云仪(HT101)和2种型号激光云高仪(CYY-2B、HY-CL51)进行比对试验。试验期间以L波段业务探空气球的入云和出云高度为云高标准,对测云仪从云体探测率、准确性、天气适应性等方面进行分析,结果表明:(1)毫米波测云仪的云体探测率最高;(2)以探空气球入云高度为标准,毫米波测云仪云底高度探测相对偏差最小;(3)毫米波测云仪有较强的云顶高探测能力;(4)毫米波测云仪天气适应性最强,在多层云、卷云、低能见度条件下HT101探测性能优于CYY-2B、HY-CL51。     

风云气象卫星与潜在国际移动通信系统基站共用1695~1710 MHz频段频谱兼容性分析

1695~1710 MHz频段是我国静止轨道和太阳同步轨道风云气象卫星广泛使用的空对地方向数据传输频段。2015年世界无线电大会(WRC-15)把这一频段作为国际移动通信系统(IMT)在全球范围内寻求新频谱划分的候选频段。为了保护气象卫星的频谱资源不受到潜在的IMT系统干扰,并探知风云气象卫星和IMT系统基站的同频共用情况,本文结合IMT基站和风云气象卫星数据接收站的链路参数,建立干扰模型,分别仿真分析了IMT基站对FY-3号气象卫星和FY-4号气象卫星数据接收的干扰情况。在我国城市和郊区布设了大量的国际级和省级气象卫星用户接收站的情况下,研究结果表明IMT基站和风云气象卫星接收站间距离很难满足隔离距离的要求,因此不建议IMT基站和气象卫星共用1695~1710 MHz频段。     

海洋划界法理与领海基点信息系统建立

以研究《联合国海洋法公约》及相关法律文书为出发点,探讨海洋划界理论与技术,分析我国领海现状,在此基础上提出领海基点信息管理与应用,建立领海基点信息数据库,进而实际制作领海基点信息系统。     

《测量学》教学实习的改革与实践

介绍了９５年至今我们对土建类专业测量教学实习的改革措施和积累的经验,它对相关专业的测量教学实习有一定的参考意义。     

基于GIS的四射珊瑚分类信息系统

古生物学是一门古老的学科,在长期的研究中积累了大量的资料,如何充分利用这些宝贵 的资料,是人们关注的热点。计算机技术的发展,特别是近年来ＧＩＳ在各学科的应用,为古生物学研究提供了新的方法,为长期以来所积累的大量数据的分析与再利用提供了有效的研究手段。     

变刚度钢管混凝土短柱隔震装置的性能研究

本文对变刚度钢管混土短柱震的滞回收性进行了理论分析和试验验证。对装置的隔震作用以及耗能特性进行了讨论通过低周反复荷载试验,证了分析的正确性。同时,试验还证明,变刚度钢管混凝土短柱震装置能很好的地耗散能量,从而减小地震反应,作者认为,该是一种价格性能比较优越的隔震装置,在工程实践中将有广阔的应用与推广前景。     

钻井液技术展望

介绍了水基钻井液,油基钻井液和合成基钻井液的特点及发展趋势。     

《长春市城市总体规划》图集的编辑制作

简要阐述了用MapGIS、CoreIDRAW两种软件结合制作《长春市城市总体规划》图集的设计、编制方法,采用图层模式有效管理地图集的数据．根据实践得出了一些经验和技巧。     

Optimal design of a base isolated system for a high‐rise steel structure

In a previous study (Kaplan H, Seireg A., Int. J. Comput. Appl. Technol., 2000; 13 (1/2): 25–41), the authors proposed a base isolation system for earthquake protection of structures.The system incorporates spherical supports for the base, a specially designed spring‐cam system to keep the base rigidly supported under normal conditions and to allow it to move for the duration of the earthquake under the constraint of a spring with optimized stiffness characteristics. A single‐degree‐of‐freedom structure was considered to investigate the feasibility of the concept. The simulation of the system response shows a 20 times reduction of the transmitted force as a result of using the proposed design in the considered case. This paper extends the previous study to the case of a 40‐storey steel structure subjected to the Taft as well as El Centro earthquakes. A 7.5 and 6 times reduction of the maximum transmitted force was achieved for the considered disturbances, respectively, without any adverse effects due to the tilting moment which is inherent in this type of base isolation. Copyright © 2001 John Wiley & Sons, Ltd.