桩底后压浆浆液扩散问题研究

采用钻探取样方法,对渗透性地层中桩底后注浆浆液扩散及固结状态进行检验。实物样品表明,在相对均匀的地层中,浆液扩散呈现出向下、向侧、向上不同的渗透能力：向下最强,向侧次之,向上最弱。在粗细交互地层中,颗粒越粗,渗透更好,扩散更远;水泥浆的含量更高。在同一地层中,距注浆出口越近,水泥浆含量越高。取样结果还表明：在桩底,压力、温度不同于地表,特别是有丰富地下水的环境下,水泥浆的凝结固化时间延迟非常显著。     

枕头坝一级水电站堆积体深孔锚索成孔工艺试验与研究

在深厚堆积体中锚索成孔困难,尤其是80 m以上锚索成孔的经验匮乏。为解决枕头坝一级水电站1号堆积体深孔锚索成孔难题,通过实验排除单层和双层套管成孔方法,选取单层套管与护壁灌浆相结合的施工工艺,实践证明,该工艺在工效、经济性方面效果较好,是解决堆积体深孔锚索造孔的有效途径。     

Hydromedusae from the Arctic in 2010 during the 4th Chinese National Arctic Research Expedition (CHINARE 4)

Fifty-seven stations(48 grid stations and nine stratified stations) were sampled across the study region(67.000°–88.394°N, 152.500°–178.643°W) during the 4th Chinese National Arctic Research Expedition(CHINARE 4) from July to August 2010 by the icebreaker R/V Xuelong. A total of 24 species of Hydromedusae were identified from 130 zooplankton samples, of which seven species belonged to Automedusa, eight species to Anthomedusae, four species to Leptomedudae, and three species to Siphonophora. Catablema multicirratum Kishinouye, 1910, Bougainvillia bitentaculata Uchida, 1925, and Euphysa japonica(Maas, 1909) were recorded for the first time in the Arctic sea. In the present paper, 18 species of Hydromedusae were described and illustrated, of which three species were described for the first time in the Arctic sea, and 15 species were described for the first time in China.     

Behavior of unbonded flexible risers subject to axial tension

Owing to nonlinear contact problems with slip and friction, a lot of limiting assumptions are made when developing analytical models to simulate the behavior of an unbonded flexible riser. Meanwhile, in order to avoid convergence problems and excessive calculating time associated with running the detailed finite element （FE） model of an unbonded flexible riser, interlocked carcass and zeta layers with complicated cross section shapes are replaced by simple geometrical shapes （e.g. hollow cylindrical shell） with equivalent orthotropic materials. But the simplified model does not imply the stresses equivalence of these two layers. To solve these problems, based on ABAQUS/Explicit, a numerical method that is suitable for the detailed FE model is proposed. In consideration of interaction among all component layers, the axial stiffness of an eight-layer unbonded flexible riser subjected to axial tension is predicted. Compared with analytical and experimental results, it is shown that the proposed numerical method not only has high accuracy but also can substantially reduce the calculating time. In addition, the impact of the lay angle of helical tendons on axial stiffness is discussed.     

陡波型柔性立管浮力块参数优化及应用

浮力块分布和外径等参数直接影响柔性立管在环境载荷作用下的动力响应,对某深水柔性立管进行陡波型布置,开展时域内的整体动态有限元分析,得到浮力块分布和外径对柔性立管动力响应的影响规律,表明浮力块参数是陡波型柔性立管整体设计的一个重要因素。立管动力响应是弯曲加强器的设计载荷,根据上述规律,构造具有不同浮力块参数的柔性立管模型,进行多工况动态分析,通过对比弯曲加强器设计载荷对(T,θ)的散点图,得到弯曲加强器设计载荷优化方法及最优设计载荷。     

A simple and inexpensive method for muddy shore profiling

There are several well-established methods for obtaining beach profiles, and more accurate and precise high-tech methods are emerging. Traditional low-cost methods requiring minimal user skill or training are still popular among professionals, scientists, and coastal zone management practitioners. Simple methods are being developed with a primary focus on sand and gravel beaches. This paper describes a simple, low-cost, manual field method for measuring profiles of beaches, which is particularly suitable for muddy shores. The equipment is a type of flexible U-tube manometer that uses liquid columns in vertical tubes to measure differences in elevation; the supporting frame is constructed from wooden poles with base disks, which hold measuring scales and a PVC tube. The structure was trialed on a mudflat characterized by a 20~0-cm-thick surface layer of silt and clay, located at the Kutubdia Island, Bangladesh. The study results are discussed with notes on the method＇s applicability, advantages and limitations, and several optional modifications for different scenarios for routine profiling of muddy shores. The equipment can be used by one person or two people, and the accuracy of the method is comparable to those in other methods. The equipment can also be used on sandy or gravel beaches.     

拥抱

正告别2013,拥抱2014!当中华巨人的脚步伴随着新年的钟声踏入2014时,当2014年的第一轮红日从东方冉冉升起时,我们聚首雀跃,唱起2014首颂歌,奏响2014支管炫,献上2014个祝福,放飞一个个新的希望。在这个沸腾的时刻,欢歌与彩球伴着中华健儿的捷报飞升,巨龙与雄狮伴着党的十八届三中全会的胜利召开而翩翩响起一声声真诚的祝福——"新年好",从每个人的口中涌出。拥抱2014。一元复始,万象更新。多少失败、多少挫折、     

无固相钻井液在复杂水敏性地层中的应用

针对岩心钻探复杂地层施工难问题,通过几个实例介绍了无固相钻井液在复杂地层,裸眼钻进中护壁机理和使用效果及配制方法,并对复杂地层施工存在的技术难关进行了分析,对以后在类似地层中施工具有一定的参考价值。     

国企为何会成腐败的重灾区?

正今年以来,国企特别是央企的反腐力度确实有所加强,不仅涉及电力、煤田等能源领域,包括通信、出版等领域的国企高管也密集落马,至今已有十数人。国企为何会成腐败的重灾区?制度反腐专家李永忠分析说,主要有几个原因。一是我们采取过去苏联的模式。企业的权力结构不科学,将决策权、执行权和监督权都重叠在一起。"几个权力集中在一起,那就是加速度地倾向于腐败。"李永忠说,央企老总的权力比地方党委的还要集中。李永忠提到了当年的"高严案"。当年作为国家电力公司总经     

坚持五项制度 强化作风建设 努力争创最优最好国土资源服务环境

正自第二批党的群众路线教育实践活动开展以来,浚县国土资源局把强化作风建设作为推进国土资源工作的切入点和落脚点,通过建立健全政治理论和业务学习、广泛征求群众意见、定期谈心、承诺办实事和党员评议等五项制度,忠实履行保护资源、保障发展、维护权益、服务社会各项职能,持续优化国土资源服务环境,不断提高工作效率和服务效率,初步实现了活动与工作两促进、两不误。