基于灰色理论的场地卓越周期的计算

本文以灰色理论为基础，提出了考虑砂土液化影响，对场地类别进行灰色评判的方法，得出了计算场地与标准场地的关联度向量，由此最终导出了卓越周期的计算公式。     

对近年大震震害现象与工程地震问题研究的思考

近年来的几次大地震给人们瘤上了一些值得进一步思考的地震现象，这些现象给工程地震问题研究的发展以启示，也为工程地震问题研究的发展提供了条件，文中粗略地分析了这些地震现象所揭示的工程地震问题，对工程地震中一些问题的研究与发展提出了看法，这些问题包括近源地震动的估计、场地效应及断层效应、地震地面永久变形、地震动衰减关系、地震影响场等。     

改进野外流动地磁测点定位标记的研究

野外流动地磁测量的实践及国内外大量的研究成果表明，地磁有可能成为地震预报的重要手段之一。然而，地磁资料的连续性、完整性、准确性和可靠性还存在着一定的问题，为此，我们对目前流磁测点的定位标记现状进行了全面的剖析和研究。结果表明：流磁如果没有严格的定位标记，则给测量资料带来严重的不良后果。为了保持野外流动地磁测点的准确性，改进目前测点的定位标记方法已势在必行。本文提出了具体实施方案，包括：自设定位标记；建立石碑；增设副桩（副点）C；选好辅助定位标记等改进措施。     

Estimation on site-amplification from different methods using strong motion data obtained in Tangshan, China

Introduction It has been known that each soil type responds differently when it is subjected to ground mo-tion from earthquakes. So, the study of local site effects on seismic ground motions is one of the most important goals of earthquake engineering. It is practical importance to develop methods for assessing the nature and potential of sediment amplification, especially when choosing the location and design of critical and essential facilities. At present, however, the method by which site …     

巴东长江大桥地质环境与岩土工程问题研究

巴东长江大桥是连接209国道的特大型公路大桥，地处长江三峡地质条件最复杂的地区，桥位区滑坡崩塌较发育。为确保大桥安全稳定并为设计提供科学依据，采用结构面网络模拟技术进行了岩体结构模拟，应用弹塑性有限元法及块体极限平衡法，对桥位存在的桥台斜坡和桥墩基础地基稳定性等岩土工程问题进行了系统的分析论述。同时，对断裂破碎岩体及风化岩体、滑坡对大桥的影响进行了分析。在此基础上提出了桥墩基础形式、桩基深度、持力层及承载力和桥台斜坡治理的建议。     

Derivation of design soil coefficients (S) and response spectral shapes for Eurocode 8 using the European Strong-Motion Database

A revision is presently under way to upgrade the status of the `Designrecommendations for earthquake resistance of structures', commonlyreferred to as Eurocode 8 (or EC8). In order to improve the definition ofthe design elastic response spectra (ERS) as defined in the Eurocode 8 –Part 1 (Draft May 2001), the values of the soil amplification factors havebeen calculated for sites on sedimentary soils, both stiff (category B) andsoft (category C), with respect to rock sites (category A), such ascontemplated in EC8. The work was performed by a systematic study ofresponse spectra as a function of magnitude and site conditions, usingrecords from the European Strong-Motion Database.The results confirm the occurrence of systematic spectral amplification onsedimentary soils with respect to reference rock in a large set of Europeanstrong motion data. Such amplification has been quantified through ameasure derived from the Housner Spectrum Intensity definition.The values of the soil coefficients recommended in the current version ofEC 8 are shown to be realistic for category C, in the case of a moderateseismicity context. However the values for subsoil class B need to besignificantly increased both for the moderate and high seismicity context.     

Prioritizing conservation potential of arid-land montane natural springs and associated riparian areas

Using inventory data and input from natural resource professionals, we developed a classification system that categorizes conservation potential for montane natural springs. This system contains 18 classes based on the presence of a riparian patch, wetland species, surface water, and evidence of human activity. We measured physical and biological components of 276 montane springs in the Oscura Mountains above 1450 m and the San Andres Mountains above 1300 m in southern New Mexico. Two of the 18 classes were not represented during the inventory, indicating the system applies to conditions beyond the montane springs in our study area. The class type observed most often (73 springs) had a riparian patch, perennial surface water, and human evidence. We assessed our system in relation to 13 other wetland and riparian classification systems regarding approach, area of applicability, intended users, validation, ease of use, and examination of system response. Our classification can be used to rapidly assess priority of conservation potential for isolated riparian sites, especially springs, in arid landscapes. We recommend (1) including this classification in conservation planning, (2) removing deleterious structures from high-priority sites, and (3) assessing efficiency and use of this classification scheme elsewhere.     

地基土地震液化评价方法探讨

本文对现行的“抗震设计规范”中有关地震液化评价条文进行了探讨,提出了以单元体及场地土作为评价单元,尝试引出了判别指标”场地单元体液化指数 A”。另外,对在评价过程中遇到的几个问题进行了讨论,如:贯入击数基准值的选用,软夹层的处理等。     

以电阻率测量资料为基础评价珙县磷铵厂建筑场地条件

本文根据在珙县磷铵厂建筑场地视电阻率测量的结果,将场地分为三个区,并结合钻探触探结果对各区的工程地质条件、邻区地震的影响等进行了具体的评价。给该厂的建筑设计提供了较确切的依据,改变了原建筑布局方案,收到了较好的效果。