新疆哈密白石泉铜镍矿区基性-超基性岩的形成时代及其地质意义

白石泉铜镍矿床位于中天山地块北缘,沙泉子深大断裂南侧。矿体产于同源同期侵入的中基性—超基性岩体内,其含矿岩石为单辉橄榄岩和斜长橄辉岩。铜镍矿化无论从时间上和空间上都与岩体的侵位密切相关,矿床成因类型为岩浆熔离型铜镍硫化物矿床。锆石SHRIMP微区原位U-Pb年代学研究表明,石英闪长岩的年龄为285±10Ma、辉长闪长岩年龄为284±9Ma和辉长岩年龄为284±8Ma。三者在测定误差范围内十分一致,表明该含矿杂岩体的侵位及矿化作用均发生于晚石炭世末—早二叠世初,成岩成矿的动力学背景为造山期后伸展构造环境。     

鄂东鸡冠嘴矿区成矿岩体锆石SHRIMP U-Pb定年及其意义

鄂东鸡冠嘴铜金(铁)矿床位于阳新岩体西北端,与铜绿山铜金矿床毗邻。矿区成矿岩体主要岩性为石英正长闪长玢岩、石英闪长岩、闪长岩和安山玢岩。其中石英正长闪长玢岩与成矿关系密切。在前人矿床地质特征研究基础上,笔者对成矿岩体进行了锆石SHRIMP U-Pb定年,获得石英正长闪长玢岩和闪长岩的年龄为146±2Ma(95%可信度,MSWD=1.3)和132±4Ma(95%可信度,MSWD=3)。测定结果表明,区内石英正长闪长玢岩和闪长岩分属燕山早期和燕山晚期岩浆活动的产物。鉴于矿体在空间上主要赋存于岩体内外接触带及层间破碎带中,推测成矿作用应略晚于石英正长闪长玢岩(146±2Ma)而早于闪长岩侵位的时间(132±4Ma),这与前人获得长江中下游铜铁金成矿带代表性矿床的辉钼矿Re-Os模式年龄分布在134.7～143Ma的研究结果一致。     

地铁隧道地震反应非线性分析

本文对动力有限元法中的一系列问题进行了讨论,对土体动力本构模型和土-结构接触面模型的设定提出了建议．在此基础上以天津地铁1、2号线工程为实例,分别对水平地震作用下圆形盾构隧道的动位移、动应力与动应变以及地表位移等动力反应进行了非线性分析,得出了一些有益的规律和结论,从而为地铁隧道的抗震设计与研究提供参考和依据。     

东河砂岩钙结成岩作用的主要特征

石炭系底部的东河砂岩是一套优质储集层和富油层,也是塔里木盆地的主要产油层.本文从砂岩的成岩作用入手,通过对哈得4油田钙质胶结物作用的细致研究,识别出3期同生钙结成岩作用和4期表生钙结成岩作用,并总结了淡水方解石的矿物特征.结合东河砂岩的时空展布特征,确认了东河砂岩在沉积-成岩过程中遭受过抬升剥蚀,目前哈得4油田不足30 m的东河砂岩应为残余厚度.     

Spectral lag of gamma‐ray bursts caused by the intrinsic spectral evolution and the curvature effect

Assuming an intrinsic ‘Band’ shape spectrum and an intrinsic energy‐independent emission profile we have investigated the connection between the evolution of the rest‐frame spectral parameters and the spectral lags measured in gamma‐ray burst (GRB) pulses by using a pulse model. We first focus our attention on the evolution of the peak energy, E_0,p, and neglect the effect of the curvature effect. It is found that the evolution of E_0,p alone can produce the observed lags. When E_0,p varies from hard to soft only the positive lags can be observed. The negative lags would occur in the case of E_0,p varying from soft to hard. When the evolution of E_0,p and the low‐energy spectral index α₀ varying from soft to hard then to soft we can find the aforesaid two sorts of lags. We then examine the combined case of the spectral evolution and the curvature effect of fireball and find the observed spectral lags would increase. A sample including 15 single pulses whose spectral evolution follows hard to soft has been investigated. All the lags of these pulses are positive, which is in good agreement with our theoretical predictions. Our analysis shows that only the intrinsic spectral evolution can produce the spectral lags and the observed lags should be contributed by the intrinsic spectral evolution and the curvature effect. But it is still unclear what cause the spectral evolution (© 2011 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)     

环境考古视角下的丝绸之路早期城址:从河西走廊到中亚

根据年代和考古遗址的空间分布,对河西走廊东部民勤三角城、金昌三角城,新疆的奎玉克协海尔古城,以及中亚的Kyzyl tepa古城的年代、形状、筑造方式等做了对比,并分析了不同时期的古城址和同区域的考古文化遗址之间的空间关系.结果 表明,这3个地区的古城址大致形成于相近的时代,且都是就地取材,充分利用原始的地势而筑城.城墙...     

Experimental investigation of spatially varying effect of ground motions on bridge pounding

Pounding between adjacent bridge structures with insufficient separation distance has been identified as one of the primary causes of damage in many major earthquakes. It takes place because the closing relative movement is larger than the structural gap provided between the structures. This relative structural response is controlled not only by the dynamic properties of the participating structures but also by the characteristics of the ground excitations. The consequence of the spatial variation of ground motions has been studied by researchers; however, most of these studies were performed numerically. The objective of the present research is to experimentally evaluate the influence of spatial variation of ground motions on the pounding behaviour of three adjacent bridge segments. The investigation is performed using three shake tables. The input spatially varying ground excitations are simulated based on the New Zealand design spectra for soft soil, shallow soil and strong rock using an empirical coherency loss function. Results confirm that the spatially nonniform ground motions increase the relative displacement of adjacent bridge girders and pounding forces. Copyright © 2012 John Wiley & Sons, Ltd.     

Screening of Emerging Volatile Organic Contaminants in Shallow Groundwater in East China

In order to collect baseline information on the environmental occurrence of volatile organic compounds (VOCs) in groundwater in East China, shallow groundwater samples were collected from five alluvial plains in East China in 2008 to 2009. All samples were analyzed for 54 VOCs representing a wide variety of uses and origins. Sampling sites were mainly selected in the areas to be susceptible to contamination from human activities in terms of previous hydrogeological survey. The data of all samples showed a variety of different hydrogeological systems with potential sources of VOCs, with 36 of the 54 VOCs being found. The most frequently detected compounds include naphthalene (56.9%), chloroform (16.9%), 1,2‐dichloroethane (16.2%), 1,2‐dichloropropane (13.1%), and 1,2,3‐trichlorobenzene (12.3%). The concentrations of methylene chloride, 1,2‐dichloroethane, carbon tetrachloride, trichloroethene, 1,2‐dichloropropane, and tetrachloroethene exceeded the relating drinking water standards. Future work will be needed to identify those factors that are most important in determining the occurrence and concentrations of VOCs in groundwater in China.     

重大建设工程基本自振周期估算方法探讨

在对规范和文献资料的研究和分析的基础上,本文探讨了(超)高层建筑、巨型储油罐、大跨桥梁工程等重大建设工程基本自振周期的估算方法.在工程场地地震安全性评价工作中,可采用本文提供的重大建设工程基本自振周期估算的公式.同时,本文为长周期地震动对工程结构作用的相关参数的合理确定提供了依据.     

磨刀门河口环流与咸淡水混合层化机制

为研究磨刀门盐水混合层化特征,基于SCHISM模型,建立了三维盐度数值模型,根据实测资料对其进行验证。结合水体势能异常理论,对枯季磨刀门河口混合层化的时空变化特征及深槽与浅滩的层化机制差异进行分析。结果表明:磨刀门河口小潮时水体层化最强,中潮时水体层化最弱,且拦门沙至挂定角段水体层化始终较强。磨刀门深槽水体层化主要受纵向平流、纵向水深平均应变和垂向混合影响,而浅滩水体层化则受横向平流、横向水深平均应变和垂向混合影响;磨刀门河口表、底层水体湍动能耗散率较高,而中间水层存在低耗散区,且涨潮时湍动能耗散率比落潮时大。