新亚欧大陆桥的走向及相关问题探讨

第二亚欧大陆桥已成为国际社会关注的焦点之一，但各国对其走向有着不同的见解和主张。本文概述了第二亚欧大陆桥各种走向的有关问题，并强调对其沿线环境灾害必须重视加以治理。     

陆地水水质全球变化研究进展

对陆地水水质全球变化研究中的几个问题进行了讨论，包括:陆地淡水水质的全球参比值问题;水质监测的发展及全球淡水水质监测计划;全球淡水水质变化趋势分析。
       

华北陆块、秦岭地块和扬子陆块构造演化的古地磁证据

通过对河北井陉和湖北宜昌、兴山的39个采样点、392个样品进行的古地磁测试,以及7个采样点、71个样品中的原生剩磁以及笔者前期研究结果,系统分析了三大块体的古地磁极位置、古地磁偏角以及古纬度自寒武纪以来的变化特征,并进行了古地理复原。研究表明,三块体为不同地质构造单元,寒武纪时,华北陆块、秦岭地块以及扬子陆块自北到南顺序排列于北纬2.9°、南纬5.5°以及南纬17.0°。秦岭地块北侧和南侧分别存在一古洋盆,此时华北陆块和扬子陆块相距约1400Km左右;三块体向北漂移的过程中伴随着旋转运动;三块体开始拼合的时间为晚二叠纪至早三叠纪之间,华北陆块和秦岭地块完全拼合的时间为早三叠纪至中三叠纪之间,三块体完全拼合的时间为中三叠纪至晚白垩纪之间;晚白垩纪以后,一体化的三块体继续向北漂移,并于第四纪到达现今地理位置。     

Multi-layer Tectonic Model for Intraplate Deformation and Plastic-Flow Network in the Asian Continental Lithosphere

In a large area of the east—central Asian continent there is a unified seismic network system composed of two families of large—seismic belts that intersect conjugately. Such a seismic network in the middle—upper crust is actually a response to the plastic flow network in the lower lithosphere including the lower crust and lithospheric mantle. The existence of the unified plastic flow system confirms that the driving force for intraplate tectonic deformation results mainly from the compression of the India plate, while the long-range transmission of the force is carried out chiefly by means of plastic flow. The plastic flow network has a control over the intraplate tectonic deformation.     

上海地区桥梁工程地质勘察与评价

本文通过总结多年来桥梁工程勘察的实践经验,针对上海地区的工程地质特点,建造桥梁对勘察的要求,对桥梁墩、台基础型式,基础持力层的选择,地基土特性,勘察方法,土工试验项目的确定,勘察报告的编写等作了分析,论述 。     

双向近场地震作用下HDR隔震梁桥地震响应研究

以HDR隔震梁桥多自由度（MDOF）模型和等效双线性单自由度（SDOF）模型为研究对象，以典型近场地震动作为输入，研究HDR支座双向耦合效应对HDR隔震梁桥地震响应的影响。研究结果表明:不考虑双向耦合效应的HDR支座滞回曲线呈典型双线性；考虑双向耦合效应的HDR支座滞回曲线面积小于不考虑双向耦合效应的HDR支座滞回曲线面积。不考虑双向耦合效应的顺桥向HDR支座位移峰值d_b大于考虑双向耦合效应时，但横桥向的结果相反。近场地震作用下，对梁桥进行HDR支座隔震设计时，忽略双向耦合效应计算得到的墩底剪力峰值和弯矩峰值均偏于保守。可忽略HDR支座双向耦合效应对HDR隔震梁桥近场地震能量的影响。     

Effect of near-fault earthquake on bridges: lessons learned from Chi-Chi earthquake

The objective of this paper is to describe the lessons learned and actions that have been taken related to the seismic design of bridge structures after the Chi-Chi, Taiwan earthquake. Much variable near-fault ground motion data was collected from the rupture of Chelungpu fault during the Chi-Chi earthquake, allowing the seismic response of bridge structures subjected to these near-fault ground motions to be carefully examined. To study the near-fault ground motion effect on bridge seismic design codes, a two-level seismic design of bridge structures was developed and implemented. This design code reflects the near-fault factors in the seismic design forces. Finally, a risk assessment methodology, based on bridge vulnerability, is also developed to assist in decisions for reducing seismic risk due to failure of bridges. Director of Center for Research on Earthquake Engineering. Supported by: the Science Council, Chinese Taipei, under grant no. SC 90-2211-E-002-028.     

Modelling considerations in probabilistic performance‐based seismic evaluation: case study of the I‐880 viaduct

Limitations associated with deterministic methods to quantify demands and develop rational acceptance criteria have led to the emergence of probabilistic procedures in performance‐based seismic engineering. The Pacific Earthquake Engineering Research performance‐based methodology is one such approach. In this paper, the impact of certain modelling decisions made at different stages of the evaluation process on the performance assessment of a typical multi‐bent viaduct is examined. Modelling, in the context of this paper, covers hazard modelling, structural modelling and loss modelling. The specific application considered in this study is a section of an existing viaduct in California: the I‐880 interstate highway. Several simulation models of the viaduct are developed, a series of nonlinear time‐history analyses are carried out to predict demands, measures of damage are evaluated and the probability of closure of the viaduct is estimated using the specified hazard for the site. It is concluded that the methodology offers several advantages over existing deterministic performance‐based procedures. Results of the investigation indicate that the assessment methodology is particularly sensitive to the reliability of decisions made by bridge inspectors following a seismic event, and to the dispersion in the demand estimation, which in turn is influenced by several factors including soil–structure interaction effects and ground motion scaling procedures. Copyright © 2005 John Wiley & Sons, Ltd.     

东海超高压榴辉岩中绿帘石、褐帘石、磷灰石和钍石集合体的电子探针成分和化学定年研究

中国大陆超深钻(CCSD)主孔从100米到3000米切穿含柯石英榴辉岩,为系统研究大陆深俯冲过程中含稀土元素副矿物提供了机会。本文报道了该钻孔榴辉岩存在发现的绿帘石、褐帘石、磷灰石和钍石复合颗粒。它们以同心环带结构为特征,从边部向中心依次为绿帘石、褐帘石和磷灰石;钍石既可包裹再磷灰石中,也可见于褐帘石中。电子探针分析显示,褐帘石不仅含有较高的轻稀土元素(LREE2O3=23．36wt％),而且可含有2．6wt％ThO2。根据绿帘石和褐帘石的电子探针高分辨U、Th、Pb成分计算得到绿帘石边部的形成年龄为738±88Ma,该年龄与大别-苏鲁地体榴辉岩的元古代源岩的年龄相当,因此,绿帘石可能为残留相。相反,褐帘石的年龄为220±41Ma,与大别-苏鲁超高压变质年龄相近。因此,褐帘石与磷灰石和钍石一起应该为超高压变质事件的产物。根据绿帘石、褐帘石及其共生的磷灰石和钍石的结构、成分特征和化学定年结果,我们推测绿帘石与可能已完全消耗的独居石很可能为变质副矿物组合的先驱矿物。独居石-绿帘石复合颗粒在榴辉岩相高压／超高压变质过程中反应形成磷灰石+钍石+褐帘石组合。     

中国大陆科学钻探主孔超高压榴辉岩中绿辉石结构水研究

本文利用傅立叶（Fourier）变换红外光谱技术对CCSD主孔100～3100米深度范围榴辉岩中的绿辉石结构水含量进行了原位分析。结果表明，所有绿辉石都舍有一定的以OH形式存在的结构水，其含量范围为45～784ppm，平均为235ppm。不同榴辉岩绿辉石之间的结构水含量差别较大，而且呈现出明显的空间分布不均一性。相关性分析显示，绿辉石的结构水含量与全岩的Mgo、TFeO、Al2O3，含量成正相关，与NaO成反相关，与绿辉石的NaO、TFeO含量成负相关，与榴辉岩的峰期变质条件无关；与其它类型榴辉岩相比，多硅白云母榴辉岩中绿辉石的结构水含量较高，平均为339ppm。由此推测，超高压榴辉岩绿辉石中所残留的结构水含量很可能与其峰期结构水含量、矿物化学成分和岩石矿物组成有关。