Seismic Hazard for Selected Sites in Greece: A Bayesian Estimate of Seismic Peak Ground Acceleration

A procedure for estimating maximum values of seismic peak ground accelerationat the examined site and quantiles of its probabilistic distribution in a future timeinterval of a given length is considered. The input information for the method areseismic catalog and regression relation between peak seismic acceleration at a givenpoint and magnitude and distance from the site to epicenter (seismic attenuation law).The method is based on Bayesian approach, which simply accounts for influenceof uncertainties of seismic acceleration values. The main assumptions for the method are Poissonian character of seismic events flow and distribution law of Gutenberg-Richter's type. The method is applied to seismic hazard estimation in six selected sitesin Greece.     

Spatial variation of seismic motion induced by propagation of body waves

Spatial variation of earthquake ground motion is an important phenomenon that cannot be ignored in the design and safety of strategic structures. Several models have been developed to describe this variation using statistical, mathematical or physical approaches. The latter approach is not specific to an event. A recent contribution, which uses such an approach and called complete stochastic deamplification approach (CSDA), was developed [1]. The aim of this paper is to analyze the spatial variation of earthquake motion induced by the propagation of body waves using the CSDA. Coherency functions are evaluated for the cases of SH–SV–P waves propagating through stratified soil. Results obtained show that the variation of the coherency function is not the same for vertical and horizontal components and that the motion is more coherent at depth than at the free surface. In fact, we found that the rate of decrease with frequency and distance is not the same if P–SV waves propagate through stratified soil.     

国际地磁参考场在我国地磁基础研究中的应用

国际地磁参考场资料在我国得到广泛应用。利用国际地磁参考场资料，我国学者研究了高斯分析、地球磁场模型及其源场可能位置、重磁关系、核幔耦合、地磁场能量、地球非偶极子磁场西向漂移等。在绘制中国地磁等值图中也利用了某些国际地磁参考场资料。     

地震CT勘探原理及其在公路隧道病害诊断中的应用

地震CT勘探是一种新的地球物理方法。具有分辨率高、可靠性强、信息量大、图象直观的特点。可以广泛地用于线路、场地、隧道、边坡等项目的工程地质勘查和病害诊断。在元磨高速公路芭蕉箐隧道的地质病害诊断中应用地震CT进行勘探,取得了良好的效果。     

户县麦饭石的开发利用研究

文中指出了矿物在农业应用中的重要性，开发研制矿物饲料有着非常巨大的经济效益和社会效益。应用先进的分析、测试设备和手段，对产于秦岭北缘的户县麦饭石的矿物成分、化学成分、微量元素、稀土元素等进行了分析测试；并对该麦饭石的溶解性、吸附性等做了大量的实验研究，在综合研究基础上，得出结论：户县麦饭石非常适于作为矿物饲料。     

土壤水力性质确定方法研究进展

介绍了确定土壤水力性质的各种直接方法(包括实验室方法和田间方法两大类)和间接方法如土壤转换函数方法、分形方法、形态学方法、数值反演方法和经验公式法等的研究进展和现状,指出了它们各自的优点和存在的不足.认为要不断地引入新的实验技术和改进测定设备,并把估计土壤水力性质的各种理论方法及实验信息有机地结合起来进行综合研究,以扩大它们的适用范围和提高预测精度.     

拓展国际合作的视野--出席第23届IUGG大会有感

第23届IUGG大会一个突出的特点就是学科间的交叉和融合，充分反映了新世纪地球科学以实现全球变化的预测为目标，进行多学科综合研究的发展趋势。文章从IUGG内部跨学科的合作研究，IUGG与国际科联(ICSU)各专业委员会之间的合作交流，以及IUGG与政府间组织和其他国际机构的合作三个层面，简要介绍了IUGG在全球范围内开展国际合作研究的概况。在此基础上，结合我国的实际，就拓展国际合作领域，提高我国地球科学研究水平，扩大我国的国际影响等提出了相应的建议。     

关于加强地震预报基础研究的思考

回顾了国内外地震预报研究40年的经历和现状，指出几十年来所取得的科学进展与突破地震预报的科学目标之间还有相当的距离。文章分析了地震预测中的科学难点，提出了加强地震预测基础研究的重要性和必要性，并指出了加强地震预报基础研究的若干科学问题。     

古代生物分子在第四纪研究中的应用

从第四纪化石和沉积物中获得的古代生物分子为第四纪研究者提供了丰富和独特的有关古代生物、遗传和古环境信息的定量和高分辨率的数据.过去10多年的研究证实来自第四纪材料中的各种古代生物分子的分离、鉴定和应用的能力在不断增加.文章总结了古代生物分子在第四纪研究中的最新进展,主要包括以下几个方面的内容:1)不同类型的古代生物分子在地质体中的保存和降解;2)古DNA和古蛋白序列中的生物遗传学信息;3)单体分子同位素与第四纪古环境和古气候研究;4)建于古代生物分子水平上的第四纪年代学.作者预见对第四纪地层中的原位和分散保存的古代生物分子的研究将在广度上以多分子综合研究而深度上与单体分子同位素技术相结合,为第四纪科学家们提供大量解决地质学和演化生物学问题的高精度数据.随着地球化学和分子生物学技术的不断改进以及人们对古代生物分子的降解过程和机制的进一步理解,对古代生物分子的研究无疑将进一步促进和推动第四纪科学研究的发展.     

A Procedure for Determining the Reaction Curve of Shotcrete Lining Considering Transient Conditions

Summary The mechanical behaviour of a shotcrete lining is analysed in this paper using the convergence-confinement approach. A calculation procedure is presented which is able to provide the reaction curve of a lining with increasing stiffness, by taking into account the variability due to time of the shotcrete stiffness and strength, as well as the face advancement rate. The proposed procedure is also able to provide the change of the safety factor of the lining in time. This results to be a very useful tool for understanding the behaviour of this widely used support and for assigning its thickness to guarantee stability (also in transient conditions), with a known safety factor, during tunnel excavation. Received May 25, 2001; accepted July 18, 2002; Published online January 21, 2003 Acknowledgements The author would like to thank Prof. S. Pelizza and Dr. S. Xu for the help given during the preparation of this paper. The help of the Editor G. Barla is also acknowledged. Authors' address: Dr. P. P. Oreste, Department of Earth Resources and Land, Politecnics di Torino, corso Duca degli Abruzzi 24, 1-10129 Torino, Italy; e-mail: oreste@polito.it