柴达木盆地北缘全吉地块东端变基性岩体LA-ICP-MS锆石U-Pb年龄：中元古代陆块裂解的证据

全吉地块东端古元古代二长花岗片麻岩中普遍发育变质的基性岩体,它们的形成时代、变质作用时代和对地块基底构造演化的指示意义尚不清楚。应用LA-ICP-MS技术测定其中的一个变基性岩体的锆石U-Pb年龄,获得的10个测点数据显示,锆石受到热事件的强烈改造而发生严重铅丢失,但拟合的不一致线仍给出相关性较好的上交点年龄1712Ma±47Ma和下交点年龄472Ma±29Ma,MSWD=1.4。这表明,变质基性岩的原岩形成于中元古代早期,是全吉地块在古元古代末期汇入Columbia超大陆之后于中元古代早期初始裂解而侵位的基性岩体。这些基性岩体在早古生代卷入了柴北缘碰撞带而发生角闪岩相变质作用,并受到构造肢解。     

小秦岭——熊耳山地区金矿时代

全面系统地了小秦岭－－熊耳山地区金矿成矿时代的研究历史和现状,根据地质特征,检验了各类测试方法的可信度,并列出了最新的测试数据。进而提出了印支期是小秦岭－－熊耳山财区乃至整个秦的一个重要的金、多金属的成矿期的新认识,认为这是华北与扬子两大板块在鲟支期完成碰撞对接这一重大地质事件中在后缘拉和机制下,驱动早期地幔柱复活成矿的结果。     

方钢管混凝土柱的三维非线性分析

本文建立了一个三维非线性有限元计算模型,旨在用来准确,有效地分析钢－混凝土组合结构,其中混凝土材料模型在于亚弹性亚弹性正交异性理论,采用Ｓａｒｇｉｎ的非线性应力－应变方程表达以及拉伸,压缩破坏面,钢单元采用等向强化的Ｖｏｎ Ｍｉｓｅｓ弹塑性模型,试验和计算比较表明该计算模型是一个比较简单但准确,有效的模型。     

基于CloudSat-CALIPSO资料的全球不同类型云的水平和垂直分布特征

云是天气与气候变化的重要影响因子,准确估量云顶高度和云量对分析云特性、降水及强天气预报、估算云辐射强迫等都具有重要意义。利用2006-2010年6-8月CloudSat卫星搭载的微波云廓线雷达（CPR,简称微波雷达）和CALIPSO卫星搭载的云-气溶胶偏振激光雷达（CALIOP,简称激光雷达）的探测资料,分析了全球云顶高度及云量的空间分布特征。结果表明,热带地区微波雷达探测云顶高度平均比激光雷达低约4 km,但均超过12 km;副热带洋面云顶高度在4 km以下,且两部雷达探测的云顶高度差异存在地域性。微波雷达对薄云、云砧及云顶高度低于2.5 km的低云存在漏判,对厚云的云顶高度偏低估;微波雷达探测的全球总云量均值为51.1%,比激光雷达少23.3%;两者给出的云量分布也存在显著的海-陆差异,其中洋面云量差异更大,如微波雷达测出局部洋面云量为80%,而激光雷达的探测结果却超过90%。由于激光雷达发射波长短,对云顶微小粒子比较敏感,而微波雷达波长较长,对相对较小粒子的探测存在局限性。因此,激光雷达对云顶高度的探测优于微波雷达。此结果不仅加强了对激光雷达和微波雷达探测原理的认识,而且进一步理解了云的气候特征。     

基于TCP/IP协议的地震波形数据实时传输技术在数字地震台网联网中的应用

介绍了TCP/IP传输协议及其在广东省数字地震台网联网中进行地震波形准实时传输应用的技术思路和解决方案.     

Carbonate cements in Miller field of the UK North Sea: a natural analog for mineral trapping in CO<Subscript>2</Subscript> geological storage

Miller field of the North Sea has had high concentrations of natural CO₂ for ~70 Ma. It is an ideal analog for the long-term fate of CO₂ during engineered storage, particularly for formation of carbonate minerals that permanently lock up CO₂ in solid form. The Brae Formation reservoir sandstone contains an unusually high quantity of calcite concretions; however, C and O stable isotopic signatures suggest that these are not related to the present-day CO₂ charge. Margins of the concretions are corroded, probably because of reduced pH due to CO₂ influx. Dispersed calcite cements are also present, some of which postdate the CO₂ charge and, therefore, are the products of mineral trapping. It is calculated that only a minority of the reservoired CO₂ in Miller (6–24%) has been sequestrated in carbonates, even after 70 Ma of CO₂ emplacement. Most of the CO₂ accumulation is dissolved in pore fluids. Therefore, in a reservoir similar to the Brae Formation, engineered CO₂ storage must rely on physical retention mechanisms because mineral trapping is both incomplete and slow.     

日本2006年度地震调查研究项目简介

日本地震调查研究推进本部于2005年8月30日召开第22次本部会议,汇总文部科学省、经济产业省、国土交通省等有关部门的2006年度地震调查研究预算,概算要求总额达131亿日元(不包括独立行政法人等运作经费),比2005年度预算额增加41%。在此之前,地震调查研究本部政策委员会的预算小     

Optical Flash of GRB 990123: Constraints on the Physical Parameters of the Reverse Shock

The optical flash accompanying GRB 990123 is believed to be powered by the reverse shock of a thin shell. With the best-fit physical parameters for GRB 990123 and the assumption that the parameters in the optical flash are the same as in the afterglow, we show that: 1) the shell is thick rather than thin, and we have provided the light curve for the thick shell case which coincides with the observation; 2) the theoretical peak flux of the optical flash accounts for only 3×10~-4 of the observed. In order to remove this discrepancy, the physical parameters, the electron energy and magnetic ratios, εe and εB, should be 0.61 and 0.39, which are very different from their values for the late afterglow.     

利用黄土剖面的古土壤年龄研究毛毛山断裂的滑动速率

利用１４Ｃ、热释光（ＴＬ）样品年代及扩散方程计算结果，结合区域黄土剖面中古土壤年龄，对毛毛山地区晚第四纪各级地貌年龄进行了对比研究。根据毛毛山活动断裂水平位移和垂直位移分布明显的分组特征，求得毛毛山断裂带不同段落不同时段的平均滑动速率。大约自中更新世晚期以来，毛毛山断裂走滑段的平均水平滑动速率为２．３～３．９ｍｍ／ａ，垂直滑动速率为０．０７～０．１９ｍｍ／ａ；天祝盆地倾滑段垂直滑动速率为０．１１～０．８６ｍｍ／ａ。沿断裂带滑动速率具明显的非均匀性特点，表现为自东向西水平位移具累积滑动亏损特征，垂直位移则具补偿性     

Dynamic analysis of slab track on multi-layered transversely isotropic saturated soils subjected to train loads

The dynamic responses of a slab track on transversely isotropic saturated soils subjected to moving train loads are investigated by a semi-analytical approach. The track model is described as an upper Euler beam to simulate the rails and a lower Euler beam to model the slab. Rail pads between the rails and slab are represented by a continuous layer of springs and dashpots. A series of point loads are formulated to describe the moving train loads. The governing equations of track-ground systems are solved using the double Fourier transform, and the dynamic responses in the time domain are obtained by the inverse Fourier transform. The results show that a train load with high velocity will generate a larger response in transversely isotropic saturated soil than the lower velocity load, and special attention should be paid on the pore pressure in the vicinity of the ground surface. The anisotropic parameters of a surface soil layer will have greater influence on the displacement and excess pore water pressure than those of the subsoil layer. The traditional design method taking ground soil as homogeneous isotropic soil is unsafe for the case of RE 1 and RG 1, so a transversely isotropic foundation model is of great significance to the design for high train velocities.