广东侨乡外向型经济优势及其地缘背景研究   总被引：1，自引：0，他引：1  

文云朝 《地理科学进展》1997,16(4):27-34

本文把广东侨乡外向型经济优势与广东籍华侨、侨人的地理分布及其地缘背景联系起来研究。它从地缘政治、地缘经济、地缘文化方面研究了影响地缘战略决策的基本要素，并结合东盟的具体情况对其进行分析、探讨，指出了面向21世纪再创侨乡优势的努力方向。  相似文献   

垃圾和垃圾学──一门新兴科学的出现及其对中国固体废物处理事业的意义     

郑毅 《吉林大学学报(地球科学版)》1996,(1)

垃圾产生于社会的每一个角落，垃圾也反映了人类生活的各个方面。可是，直至最近，社会依然极少理会垃圾中真正蕴藏着些什么，以及垃圾能够告诉我们些什么。１９７３年美国图森市亚利桑那大学威廉·拉舍基博士（ＷｉｌｌｉａｍＬＲａｔｈｊｅ）及其同事们所建立并发展的垃级计划，标志着一门新科学──垃圾学的兴起，即垃圾的系统研究、垃圾产生、运移、利用和处置的机理以及相关的社会经济和环境问题。美国和其它少数国家的垃圾学研究所揭示的各种事实、定律和原理，正划时代地碰击着现代社会、社会心理学、市场和许多其它领域，大量的城市固体废物不仅意味着自然资源的巨大浪费，而且垃圾处理，无论焚化或者填埋，都对环境构成了严重污染的威胁，尤其是对地下水资源。垃圾的管理、再循环和处置费用是昂贵的，而且总是受到错综复杂的社会和法律冲突的挑战，纽约和美国东部其它人口稠密地区所面临的严峻形势就是最好的例证，解决现今进退维谷的垃圾问题，需要包括技术的、社会的、环境的、经济的、政治的、法律的和公共教育在内的多方面协作。中国正经历着令人振奋的经济发展时期。预计以现在的国民经济发展速度，以及因巨量人口而导致的社会消费的急剧增长，在未来１０～２０年内，很有可能导致严重的  相似文献   

深基础护坡桩的设计与施工中的几个问题     

曹新明 《地质与勘探》1997,33(3):56-60

着重介绍了间隔式钻孔灌注桩在挡土护坡技术中的应用方法，设计时的主要参考依据，计算土压力理论的应用原则以及施工中需注意的几个问题，为进行深基础挡土护坡的工程提供了部分参考依据。  相似文献   

疏勒河断裂中段新构造应力场的遥感分析   总被引：1，自引：0，他引：1  

刘林清  余运祥 《华东地质学院学报》1997,20(4):336-342

  相似文献   

基础隔震单层偏心结构扭转地震反应分析   总被引：1，自引：0，他引：1  

王建强  姚谦峰 《世界地震工程》2004,20(1):35-38

采用微分型滞回恢复力模型模拟隔震支座的恢复力特性，对基础隔震单层偏心结构的扭转地震反应进行分析，研究隔震系统偏心距和上部结构偏心距对结构扭转反应的影响。结果表明，采用隔震技术可以显著降低隔震结构的扭转地震反应。  相似文献   

Environmental Properties of Minerals and Contaminants Purified by the Mineralogical Method   总被引：2，自引：0，他引：2  

LU Anhuai School of Earth  Space Sciences  Peking University  Beijing 《《地质学报》英文版》2004,78(1):191-202

The investigation of the environmental properties of minerals, i.e., environmental mineralogy, is a branch of science dealing with interactions between natural minerals and spheres of the Earth surface as well as a reflection of global change, prevention of ecological destruction, participation in biomineralogy, and remediation of environmental pollution. Pollutant treatment by natural minerals is based on the natural law and reflects natural self-purification functions in the inorganic world, similar to that of the organic world - a biological treatment. A series of case studies related to natural self-purification, which were mostly completed by our group, are discussed in this paper. In natural cryptomelane there is a larger pseudotetragonal tunnel than that formed by [MnO6] octahedral double chains, with an aperture of 0.462-0.466 nm2, filled with K cations. Cryptomelane might be a real naturally-occurring mineral of the active octahedral molecular sieve (OMS-2). CrⅥ-bearing wastewater can be treate  相似文献   

多相地貌单元场地勘察中基岩与卵砾石、孤石的鉴别     

沈振  李成旺  沈飞 《城市地质》2004,16(4):26-28

在多相地貌单元场地勘察中，基岩与卵砾石的鉴别难度较大。应利用初步感性认识、钻进状态、岩样特征等多手段对基岩与卵砾石进行判别，以提高判别率。  相似文献   

中国高放废物地质处置:现状和展望   总被引：2，自引：0，他引：2  

张华祝 《铀矿地质》2004,20(4):193-195

本文阐述了中国的高放废物处置政策,回顾了中国高放废物地质处置在选址和场址评价、缓冲回填材料等方面的进展,提出了中国高放废物地质处置的初步规划,指出我国计划在2015年确定地下实验室场址.还展望了国际合作前景.  相似文献   

An experimental study on seismic responses of multifunctional vibration‐absorption reinforced concrete megaframe structures     

Zongjian Lan  Yuji Tian  Liang Fang  Shuting Liang  Xinde Wang 《地震工程与结构动力学》2004,33(1):1-14

Two models are tested on a shake‐table. One of the models is a normal reinforced concrete megaframe structure and the other is a multifunctional vibration‐absorption reinforced concrete megaframe structure in which the laminated rubber bearings are placed between the major frame and the minor frames. Two earthquake motions (the El Centro wave and the Taft wave) are used during the test. This paper presents the dynamic characteristic, the seismic responses and the failure mechanism of these two models under varying peak acceleration levels for each of the earthquake motions. The test results demonstrate that the aseismic behavior of a multifunctional vibration‐absorption reinforced concrete megaframe structure is much better than that of a normal reinforced concrete megaframe structure. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Estimating the seismic displacement of friction pendulum isolators based on non‐linear response history analysis     

Keri L. Ryan  Anil K. Chopra 《地震工程与结构动力学》2004,33(3):359-373

A procedure for developing equations that estimate the isolator displacement due to strong ground motion is applied to buildings isolated with the friction pendulum system. The resulting design equations, based on rigorous non‐linear analysis, offer an alternative to the iterative equivalent‐linear methods used by current U.S. building codes. The governing equations of the system are reduced to a form such that the median normalized displacement of the system due to an ensemble of ground motions is found to depend on only the isolation period—a function of the curvature of the isolator—and the friction force at incipient slip normalized by peak ground velocity. The normalization is effective in minimizing the dispersion of the normalized displacement for an ensemble of ground motions, implying that the median normalized displacement is a reliable estimate of response. The design equations reflect the significant (20 to 38%) increase in displacement when the excitation includes two lateral components of ground motion instead of just one component. Equivalent‐linear methods are shown to underestimate by up to 30% the exact median displacement determined by non‐linear response history analysis for one component of ground motion, and building codes include at most a 4.4% increase for a second component. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献