隔震层位置与隔震支座选型

探讨隔震层的竖向设计位置,以期优化隔震设计,促进隔震技术的发展。隔震层设置在±0.00地板下和地下室板底相比:(1)在单层地下室部分不需设置隔震支座;(2)因减少地下室层的竖向荷载,竖向承载力的要求容易得到满足;(3)对于平面极不规则的结构,在±0.00板底隔震时,可以把上部结构分成几个平面相对比较规则的部分,因而隔震层扭转影响引起的位移可以减小;(4)对于文中算例,由于此3方面的原因,隔震支座选型后当隔震层处于±0.00地板下时可以降低隔震支座的费用达37.4%。对于平面尺寸大、平面极不规则的建筑结构把上部结构分割成若干规整的结构在首层地面以下进行隔震是一种经济可行的隔震方案。     

龙岩台VS型垂直摆倾斜仪标定异常问题分析

通过对龙岩台VS型垂直摆倾斜仪防雷改造后,日常观测资料正常,但标定时出现幅度异常增大的问题进行分析,经多次试验,发现标定异常现象是由信号线路问题造成的而非安装了防雷器。     

东北非重要铜金矿产资源分布及赋存形式

铜、金为东北非重要的矿产资源,成矿潜力巨大,其成矿过程与东非造山带努比亚地盾的演化历史密切相关.矿床类型以造山型矿床和火山块状硫化物(VMS)型矿床为主,斑岩型铜金矿床较少.其中,造山型以金矿床为主,主要赋存于韧-脆性剪切带的石英脉中,集中分布于埃及东部沙漠区、苏丹东北部、厄立特里亚西北-埃塞俄比亚北部、埃塞俄比亚西部...     

基于浒苔暴发海水池塘的微生物生态特征研究

为研究浒苔对海水养殖环境微生物生态的影响,采用Illumia高通量测序技术测定冬季垦区进水区、浒苔暴发的池塘和排水区水体以及底泥中菌群结构,分析进水区、池塘养殖区和排水区的环境微生物结构演变过程。结果表明:（1）γ-变形细菌、α-变形细菌、放线菌、拟杆菌和δ-变形细菌为海水养殖区的优势细菌门类;（2）进水区水体和底泥微生物种类和多样性指数均高于浒苔池塘和排水区;浒苔暴发的池塘和排水区微生物群落结构较为相似;（3）浒苔池塘的水体微生物以异养细菌为主,底泥以脱硫杆菌等厌氧细菌为主,增加了底泥潜在产生硫化氢的危害;（4）进水区水体含有丰度较高的弧菌和鱼立克次氏体等条件致病性病原菌,而浒苔池塘中含量较低,说明浒苔对弧菌等有一定的抑制作用;但浒苔暴发的池塘和排水区中另一种潜在致病菌黄杆菌类的丰度较高,养殖品种务必防患此类病菌感染疾病的发生。本文从微生态学角度全面揭示浒苔对近岸海区、海水池塘和排水区微生态演变过程的影响,发现了浒苔具有抑制和增加不同致病菌的双重作用,这对水产养殖有一定指导,也为浒苔发生原因、预报、预防等研究提供一定理论参考。     

集装箱码头地理信息系统设计与实现

结合集装箱码头生产与建设需求,采用四层体系结构,研究数字港口关键性技术,开发并实现了集装箱码头地理信息系统,为码头综合管理提出了新的解决方案。     

Column experiments to investigate transport of colloidal humic acid through porous media during managed aquifer recharge

Colloids act as vectors for pollutants in groundwater, thereby creating a series of environmental problems. While managed aquifer recharge plays an important role in protecting groundwater resources and controlling land subsidence, it has a significant effect on the transport of colloids. In this study, particle size and zeta potential of colloidal humic acid (HA) have been measured to determine the effects of different hydrochemistry conditions. Column experiments were conducted to examine the effects on the transport of colloidal HA under varying conditions of pH (5, 7, 9), ionic strength (<0.0005, 0.02, 0.05 M), cation valence (Na⁺, Ca²⁺) and flow rate (0.1, 0.2, 0.4 ml/min) through collectors (glass beads) to model the properties and quality of artificial recharge water and changes in the hydrodynamic field. Breakthrough curves showed that the behavior of colloidal HA being transported varied depending on the conditions. Colloid transport was strongly influenced by hydrochemical and hydrodynamic conditions. With decreasing pH or increasing ionic strength, a decrease in the peak effluent concentration of colloidal HA and increase in deposition could be clearly seen. Comparison of different cation valence tests indicated that changes in transport and deposition were more pronounced with divalent Ca²⁺ than with monovalent Na⁺. Changes in hydrodynamic field (flow rate) also had an impact on transportation of colloidal HA. The results of this study highlight the need for further research in this area.     

Field monitoring and deformation characteristics of a landslide with piles in the Three Gorges Reservoir area

Landslides often occur within the reservoir area behind dams. In China, a common strategy for stabilizing these landslides is to install large piles through the landslide and into the stable ground below. The piles interact with the landslide and constitute a landslide-stabilizing pile system. The deformation of this system under the reservoir operation is more complicated than the deformation of the landslide itself. Understanding the behaviour of this system is very important to the long-term safety of landslides stabilized with piles in reservoirs. The Majiagou landslide, which was selected as a case study, was triggered by the first impoundment of the reservoir behind the Three Gorges dam. A row of anti-slide piles was installed in the landslide in 2007, but monitoring results found these were ineffective at stabilizing the landslide. Subsequently, in 2011, two longer test piles and an integrated monitoring system were installed in the landslide to better understand the failure mode of the landslide and to measure the deformation characteristics of the landslide-stabilizing pile system. Monitoring results show that the Majiagou landslide is a translational landslide with three slip surfaces. The test piles provided local resistance and partially slowed down the sliding mass behind the piles, and the landslide deformation response to external factors decreased for a time. However, after 2 years, the deformation of the landslide-stabilizing pile system reverted to seasonal stepwise cumulative displacements influenced by cycles of reservoir drawdown and rainfall. The monitoring results provide fundamental data for evaluating the long-term performance of anti-slide piles and for assessing long-term stability of the stabilized landslide under the reservoir operation.     

典型内陆湖泊沉积物氮、磷和重金属分布特征及生态风险评价——以武汉市武湖为例

城市内陆型湖泊湿地对城市生态系统具有重要的作用。以武汉市武湖为例,采用数理统计、营养盐指数、地累积指数和潜在生态风险指数等方法,对武湖表层沉积物中的氮、磷、有机质和重金属的平面分布特征、影响因素、富集污染程度、生态风险进行评价。结果表明: 武湖西北部表层沉积物中总氮、总磷和有机质的含量明显高于东南部,武湖周边地表径流和农田是营养元素的主要来源,旱地较水田有利于沉积物中总磷的富集; 武湖沉积物中有机质为内源水生植物和外源陆生植物的混合来源,与总氮具显著正相关关系; 沉积物中重金属含量总体较低,局部呈现高镉,平面上总体北部高于南部; 沉积物中重金属富集程度和潜在风险较低,局部地区镉和铅为轻微富集,镉和汞具中等潜在风险; 沉积物的潜在生态风险为低至中等,潜在生态风险与沉积物中镉的分布高度一致。     

Hydrocarbon test in lower-layer atmosphere to predict deep-sea petroleum or hydrate in the Okinawa Trough: an example

INTRODUCTIONItisaverypossiblenewmethodforustopredictdeep seapetroleumorhydratebymeansoftestinglighthydrocarbonandanalyzingCisotopicoflower layeratmosphericsamplesnearseasurface Thismethodisbasedonthetheoryofoilandgasmicro seepages,whichsuggeststhatsomegasessuchasCH4,CO2 etc .(Cheng ,1 999;Daietal.,1 994 ;Daietal.,1 995;Teder,1 985;Jonesetal.,1 985;Fangetal.,2 0 0 0 ;Guo ,1 995;Gongetal.,2 0 0 2 ;Huangetal.,1 998) ,willcontinuallymigrateupwardsintofracturesandporosityofrocks ,seabedse…     

混凝土框架节点碳纤维布抗震加固的试验与分析

本文提出了用碳纤维布加固平面框架中间节点和空间框架中间节点的抗震加固新方法,通过5个框架中间节点(其中2个为拟三维节点)的足尺拟静力试验,以及用有限元软件ANSYS进行分析,验证了本文加固方法的有效性。试验与分析结果表明,对平面框架梁柱节点,本文的2种加固方法均能显著改善构件的延性,承载力也有一定的提高;对空间框架梁柱节点,采用碳纤维布与三角钢腋联合加固不但能够大大提高构件延性,而且能够提高节点的屈服强度、极限强度和屈服后刚度,加固效果十分明显。