945 resultados para Counter-insurgency


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A convenient way to make water-soluble or water-dispersible conducting polyaniline was given by employing protonic acid dopants containing hydrophilic ethyleneoxide oligomer as counter-anion. The conducting polyaniline possessed electrical conductivity in the range of 10(-3) to 10(-2) S/cm, depending on the dopant, and it displayed excellent electrochemical redox reversibility in non-aqueous system.

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A convenient way to prepare water-soluble or water-dispersible conducting polyaniline was developed by employing protonic acid dopants containing hydrophilic ethyleneoxide oligomer as counter-ion. The conducting polyaniline possesses electrical conductivity in the range of 10(-3) to 10(-2) S/cm depending on the chosen dopant, and it displays an excellent electrochemical redox reversibility in non-aqueous systems.

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A novel type of electrochemical detector based on a polyaniline-dispersed mercury-coated glassy carbon chemically modified electrode was investigated for the detection of monochloramine and dichloramine. A polyaniline dispersed-mercury modified electrode, which was prepared by coating polyaniline on a thin mercury film electrode using fast-sweep voltammetry, was developed. The selectivity could be altered using various counter ions incorporated into the polymer. The results indicated that the use of a conducting polymer-based electrochemical sensor for the selective determination of chloramine is a feasible approach.

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An expert system for solvent extraction of rare earths has been developed using LISP. The goal of this project was to mimic the chemists' inferential abilities to assist in the process of solvent extraction of rare earths. The system includes frequently used extractants, separation of specific rare earths, recommendation of procedures for the separation of mixtures of rare earths using (2-ethylhexyl)phosphonic acid 2-ethylhexyl monoester, selection of parameters for counter-current extraction and methods for evaluation of the technique, and the economics of the processing. The expert system runs on an IBM-PC/XT.

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The economic loss caused by the storm surge disasters is much higher than that caused by any other marine disaster in China, the loss from the severe storm surge disaster being the highest. Statistics show that there were 62 typhoon landings over the east-southeast coast of China since 1990, three of which, occurring in 1992, 1994 and 1997, respectively, caused the most severe damage. The direct economic losses due to these events are 9.3, 17.0 and 30 billion yuan (RMB, or about 1.7, 2.6 and 3.8 billion USD, respectively), which is much greater than the loss of 5.5 billion yuan (RMB) on an average every year during the 1989-1991 period. This paper makes a comparative analysis of the damage caused by the three events and presents an overview of progress of precautions against storm surge disaster in China. The suggested counter measures to mitigate the loss from the severe storm surge disasters in China is as follows: (1) Raise the whole society awareness of precaution against severe storm surge disaster; (2) Work out a new plan for building sea walls; (3) Improve and perfect the available warning and disaster relief command system; (4) Develop the insurance service in order to promptly mitigate the loss caused by severe storm surge disaster event.

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在电机伺服控制系统中,需要一个脉冲计数器对电机码盘输出的脉冲进行计数。但是如果脉冲计数器没有数据锁存功能,单片机读出的数值可能不准确,进而影响伺服控制系统的性能。针对没有锁存功能的脉冲计数器,提出了一种改进的读取方法,有效的避免了在读取过程中由于计数器进位或借位造成的读数偏差。

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在电机伺服控制系统中,需要一个脉冲计数器对电机码盘输出的脉冲进行计数。单片机根据脉冲的个数和电机旋转方向计算出电机的转角,进而实现对电机的伺服控制。如果脉冲计数器没有数据锁存功能,且单片机读取数值时,脉冲计数器恰好发生了进位或者借位,则读取的数值可能不准确,进而影响伺服控制系统的性能。针对没有锁存功能的脉冲计数器,提出了一种改进的读取方法,有效地避免了在读取过程中由于计数器进位或借位造成的读数偏差。

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讨论了锻压机工作时偏心载荷对机架下横梁和立柱应力变化的影响程度,验证了下横梁的断裂原因;详细地讨论了导套筒对立柱作用反力的影响,指出了传统液压机设计方法中假设条件的不足,为该类机械的结构设计和改进提出了新的见解。

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On the basis of the geological analysis and rock mass toppling deformation and failure mechanism analysis of Longtan engineering left bank slope, the synthetic space-time analysis and influence factors analysis on the surface monitoring data and deep rock mass monitoring data of B-zone of left bank slope are carried on. At the same time, based on the monitoring data analysis in conjunction with the predecessor's mechanics analysis results, the deformation state of B-zone of the left bank slope is discussed and its stability is synthetically evaluated. The detailed research contents and results are as following: According to the monitoring drill histogram analysis of Longtan engineering left bank slope, numerical simulation analysis and model experimentation analysis of bedded counter-inclined steep slope, a new type of toppling deformation and failure mode is proposed, that is "up-slope warping". Then the deformation and failure mode of bedded counter-inclined steep slope is summarized as "down-slope toppling" type, "up-slope warping" type and "complex fold" type. On the basis of synthetic space-time analysis to surface monitoring data and deep rock mass deformation monitoring data of B-zone of Longtan left bank slope;, we can get the conclusion that there exists potential instability rock mass over 520m altitude, especially over 560m altitude of slope B, and the rock mass of around strong-weathering line or creep rock mass breaking band controls the deformation of the whole slope. 1. According to the synthetic space-time analysis and influence factors analysis to the surface monitoring data of B-zone of Longtan left bank slope, a dynamical index, accumulative total acceleration index, which is used to analyze the influence factors of slope surface deformation, is raised. The principle and method of accumulative acceleration index are explained, and the index can be used for the influence factors analysis of the similar slope. 2. Summarize the results of geologic analysis, monitoring analysis and mechanics analysis, the following conclusion can be gotten: the stability of B-zone of the slope is basically good. However, on the condition of drainage and slope toe loading engineering, there is still some creep deformation in the rock mass over 520m altitude, especially over 560m altitude. So, better measures of the monitoring and timely maintenance of the drainage system are suggested in the paper.

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Various numbers of ancient landslides of various scales are frequently distributed on both banks of reservoirs, especially large reservoirs, both in China and abroad. During inundation and operation of theses reservoirs, some of the landslides are reactivated, which caused losses of people's lives and properties to various extents, some even disasters. Systematic studies are, however, very few on the reservoir-induced reactivation mechanism and development tendency prediction. Based on investigation of reservoir-induced reactivation phenomena of ancient landslides and relevant existing research problems, a systematic study is carried out on the field identification, induced reactivation mechanism, development tendency prediction, risk decision-making and treatment of reservoir-related ancient landslides, through analysis of large numbers of engineering geological investigation results, scientific experimental and research results, in combination with prevention and treatment practices of reservoir-related landslides both in China and abroad, and a series of research results have been obtained. 1. On the basis of study of the distribution features, genesis mechanism of ancient landslides on river banks, a set of scientific methods are summarized on field identification of ancient landslides, and a significant method named "lithologic sequence method" or "indicator layer method", is proposed, which is proved to be very useful. 2. A detail study is made on the reservoir-induced hydraulic effects and material mechanic effects (or softening effects) on the ancient landslide through model and case studies, which concludes that the magnitude and properties of reservoir-induced hydraulic effects are related to the shapes of sliding planes, water content and permeability of landslide materials and variation rate and magnitude of reservoir levels; the magnitude of material mechanic effects are related to the material composition (including mineral composition and grain size), natural water content and saturation state of sliding zones. Also a sensitive analysis is made on the factors that are related to the stabilities of the landslides, which indicate that the stability of a landslide is more sensitive to the groundwater head h_w in the slides and the inner friction angleψof sliding zones than others. 3. The joint inducing mechanism of rainfall and reservoir is also discussed in the paper through model analysis and case study, which proves that reservoir inundation increases firstly the sensitivity of a landslides to rainfall through reduction of its stability or cracking deformation which will increase the rainfall infiltration to the slide body, and then rainfall triggers reactivation or intensifies the reservoir-induced deformation of a landslide. 4. Based on rheologic test results of sliding zones of several reservoir-related ancient landslides, the rheologic characteristics of sliding zones have been discussed in detail and several typical rheologic models have been set up, which well explains the dynamic process of slide deformation. The response types to reservoir inundation and development tendency of reservoir -related ancient landslide are discussed in the paper based on field investigation results. And prediction methods for reservoir-related landslides have been studied based on the Mate-Synthetic principle of quantitative and qualitative analysis, as well as combination of computation and internal mechanism analysis, and a rheologic analytical method is proposed which is proved very useful for prediction of the landslide development tendency. 6. In disaster-prevention and treatment of reservoir-related landslides, risk decision-making has been proved very significant both in engineering and economics. Based on the practices in disaster-prevention and treatment of reservoir-related landslides both in China and abroad, the disaster-prevention risk decision-making for reservoir-related landslides has been proposed in terms of philosophy, methods and procedures, and well put into practice. A summary is also made through case study of the experiences of treatment of reservoir-related landslides both in China and abroad in terms of principle, methods and technical lines. 7 A detail study is made as a case study of the reactivated Maoping ancient landslide on the left bank of the Geheyan Reservoir on Qingjiang river in Hubei province, China, including its field identification features, reservoir-induced reactivation characteristics and mechanism, development tendency prediction and proposed counter measures based on risk analysis.

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本论文通过对贵州贵阳花溪杨中喀斯特山区的植被调查与土壤样品分析, 研究土壤-植被中Ca、Mg、 K、P分布特征、变化规律及其影响因素,并在此基础上尝试Ca同位素的预处理研究,以期为喀斯特地区土壤-植被中Ca、Mg、 K、P(尤其是Ca)的生物地球化学循环研究奠定基础,同时为植被演替、物质循环研究和退耕还林还草的人工恢复提供植物自身的营养依据。本次研究取得如下认识: 1.受石灰岩母岩控制,土壤样品元素含量的特征为:CaO>MgO>K2O> P2O5。同一元素沿海拔变化有一定的相关性,并且相关性随元素的不同存在差异:随海拔高度的增加CaO含量有升高的趋势,而MgO 、K2O、Na2O含量都有所降低。表层土壤中K2O-Na2O含量正相关变化,CaO-K2O含量负相关变化。并且从土壤表层到底层在剖面-1中随深度增加,CaO、MgO、K2O含量升高,而P2O5的含量则有上升的趋势。土壤中元素的上述分布特征主要与石灰岩的风化成土作用过程中不同分化程度土壤Ca的淋失和来自高处的富钙雨水输入有关。 2.喀斯特生态环境富钙的这一特点对喀斯特灌丛植物的种类成分和营养元素含量有很大影响。地貌部位、海拔高度对植物Ca、Mg 、K、P含量也有不同程度的影响。植物Ca、Mg 、K、P含量由高到低依次为:Ca > K > Mg >P。苔藓与其它植物比较, Ca、Mg、 K、P的含量都小于其它三类较高等的植物,这一现象与其自身的生物学特性有关:苔藓植物组织结构简单,不具备发达的输导组织,不具备真正的根系,不利于从土壤等基质中吸收营养。在、灌草、灌木、藤本三类植物营养元素之间Ca –P含量具有负相关变化,Mg –P含量具有正相关变化;在所分析的植物种,P- K含量变化呈正相关,并且植物叶片Ca/K比值随着P含量的增加而显著地以指数形式减小。这是因为植物体内的K和P对于Ca来说起着平衡离子(counter ion)的作用。 3. 生境中基岩裸露和土体浅薄的特点,极大地制约了喀斯特灌丛的发育,喀斯特生境的富含钙的特点对喀斯特灌丛植物的种类成分和元素含量有很大的影响。但是杨中灌丛群落植物Ca、Mg、K、P含量和对应土壤CaO、MgO、K2O和P2O5含量相关性不明显。植物Ca、Mg、K、P元素虽主要来源于土壤,但因其含量受元素地球化学性质、植物种类、土壤元素对植物有效态的含量等因素的制约,而使植物元素含量和土壤元素的含量没有明显的相关性. 4.从Ca同位素的预处理研究来看,离子交换分离法对去除样品中的杂质效果较好。在以后测定过程中,有利于增强离子流稳定性和强度, 提高测量精度和准确度,与沉淀法相比较,此法适宜作为钙同位素样品的前处理方法。 关键词: 喀斯特 石灰土-灌丛系统 Ca、Mg、K、P含量分布 钙同位素 环境地球化学

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N.J. Lacey and M.H. Lee, ?The Implications of Philosophical Foundations for Knowledge Representation and Learning in Agents?, Springer-Verlag Lecture Notes on Artificial Intelligence, Vol 2636 on Adaptive Agents and Multi-Agent Systems, 2002.

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K. Rasmani and Q. Shen. Subsethood-based fuzzy modelling and classification. Proceedings of the 2004 UK Workshop on Computational Intelligence, pages 181-188.

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Olusanya, O. (2004). Double Jeopardy Without Parameters: Re-characterization in International Criminal Law. Series Supranational Criminal Law: Capita Selecta, volume 2. Antwerp: Intersentia. RAE2008

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Gunning, Jeroen. 'Terrorism, Charities and Diasporas: Contrasting the fundraising practices of Hamas and al Qaeda among Muslims in Europe', In: Countering the Financing of Terrorism (New York: Routledge, 2007), pp.93-125 RAE2008