Structure cristalline d'une ménéghinite naturelle pauvre en cuivre,Cu0,58Pb12,72(Sb7,04Bi0,24)S24Crystal structure of a Cu-poor natural meneghinite,Cu0.58Pb12.72(Sb7.04Bi0.24)S24

Cu-poor meneghinite from La Lauzière Massif (Savoy, France) has the composition (electron microprobe) (in wt%): Pb 59.50, Sb 20.33, Bi 1.19, Cu 0.87, Ag 0.05, Fe 0.03, S 17.62, Se 0.05, Total 99.64. Its crystal structure (X-ray on a single crystal) was solved with R1=0.0506, wR2=0.1026, with an orthorhombic symmetry, space group Pnma, and a=24.080(5) Å, b=4.1276(8) Å, c=11.369(2) Å, V=1130.0(4) Å³, Z=4. Relatively to the model of Euler and Hellner (1960), this structure shows a significantly lower site occupancy factor for the tetrahedral Cu site (0.146 against 0.25). Among the five other metallic sites, Bi appears in the one with predominant Sb. Developed structural formula: Cu_0.15Pb₂(Pb_0.53Sb_0.47)(Pb_0.46Sb_0.54)(Sb_0.75Pb_0.19Bi_0.06)S₆; the reduced one: Cu_0.58Pb_12.72(Sb_7.04Bi_0.24)S₂₄. The formation of such a Cu-poor variety seems to be related to specific paragenetic conditions (absence of coexisting galena), or to crystallochemical constraints (minor Bi). To cite this article: Y. Moëlo et al., C. R. Geoscience 334 (2002) 529–536.     

中国西南及邻区上地幔P波三维速度结构/

利用ISC报告以及中国和NEIC基本测震台网报告中的80974条P波初至到时资料（地震数为7053，台站数为165，且地震和台站都分布在研究区内），对中国西南及邻区（北纬10～36、东经70～110）的深至400km的上地幔三维速度结构进行了研究，分辨率达22．初步结果表明:①研究区速度的横向不均匀性，虽随深度增加而减弱，但至400km深度时仍很明显；②在北纬16和24的纵剖面上，可以看到与印度板块向东和欧亚板块相碰撞挤压相对应的速度结构，以及印度板块与欧亚板块速度结构的差异．在东经90的纵剖面上，与印度板块向北俯冲到欧亚板块（青藏高原）之下相对应的速度结构也比较明显；③在90ｋｍ深度的横剖面上，由缅甸的密支那至越南的洞海的低速条带，可能与红河断裂带有关；④ 提出并使用了能够更为准确直观地描述分辨率好坏的图示方法．      

A study on the seismic performance of steel‐reinforced concrete frame‐concrete core wall high‐rise mixed structure by large‐scale shaking table tests and numerical simulations

This paper reports a study for the seismic performance of one large‐scaled (1/15) model of 30‐story steel‐reinforced concrete frame‐concrete core wall mixed structure. The study was implemented by both shaking table tests, in which the similarity ratio for lateral and gravitational accelerations was kept to 1:1, and numerical nonlinear dynamic analysis. The test observations presented herein include story displacement, interstory drift, natural vibration periods, and final failure mode. The numerical analysis was performed to simulate the shaking table test procedure, and the numerically obtained responses were verified by the test results. On the basis of the numerical results, the progressions of structural stiffness, base shear, and overturning moment were investigated, and the distributions of base shear and overturning moment between frame and core wall were also discussed. The test demonstrates the seismic performance of the steel‐reinforced concrete frame‐core wall mixed structure and reveals the potential overturning failure mode for high rise structures. The nonlinear analysis results indicate that the peripheral frames could take more shear forces after core wall damaged under severe earthquakes. Copyright © 2013 John Wiley & Sons, Ltd.     

Investigating Correlations and Variations of Air Pollutant Concentrations under Conditions of Rapid Industrialization – Kocaeli (1987–2009)

In this study, it was aimed to characterize temporal variations of air pollutants for determining contribution to pollution episodes and to obtain correlations between these pollutants. With this aim we used data analysis for measured sulfur dioxide (SO₂), particulate matter (PM, black fume and PM10), nitrogen oxides (NO_x), ozone (O₃), carbon monoxide (CO), methane (CH₄), and non‐methane hydrocarbons (NMHC) recorded in Kocaeli, one of the most industrilizated cities of Turkey. Pollutant concentrations were the results of continuous and semi‐automatic measurements. Semi‐automatic measurements of SO₂ and PM (black fume) were enclosing period from 1987 to 2008 whereas continuous monitoring of all pollutants included years of 2007–2009. In the first stage of the study daily, monthly, annual, and seasonal variations of pollution were researched. Annual average concentrations were compared with limits set by Air Quality Protection Regulation (AQPR), Air Quality Evaluation and Management Regulation (AQEMR), World Health Organization (WHO), European Union (EU), and National Ambient Air Quality Standards (USEPA). In the following stage relationships between pollutants such as NO₂–O₃, NO_x–CO, NO_x–NMHC, and NO_x–SO₂ were investigated and correlation coefficients were determined as 0.87, 0.56, 0.51, and 0.69, respectively. R² values of regression models developed from these correlations were 0.78, 0.56, 0.34, and 0.72, respectively. Vehicle density of the traffic was evaluated with NO_x–O₃ emissions and decrease was seen in NO_x emissions due to decreasing vehicle density at weekends whereas O₃ concentrations increased. These correlations enable prediction of the parameters that cannot be measured which is important for providing improvement in early warning systems.     

Deep Structure and Dynamics of Passive Continental Margin from Shelf to Ocean of the Northern South China Sea

To study the deep dynamic mechanism leading to the difference in rifting pattern and basin structure from shelf to oceanic basin in passive continental margin,we constructed long geological sections across the shelf,slope and oceanic basin using new seismic data.Integrated gravity-magnetic inversion and interpretation of these sections were made with the advanced dissection method.Results show that the basement composition changes from intermediate-acid intrusive rocks in the sheff to intermediate-basic rocks in the slope.The Moho surface shoals gradually from 31 km in the sheff to 22.5 km in the uplift and then 19 km in the slope and finally to 13 km in the oceanic basin.The crust thickness also decreases gradually from 30 km in the northern fault belt to 9 km in the oceanic basin.The crustal stretching factor increases from the shelf toward the oceanic basin,with the strongest extension under the sags and the oceanic basin.The intensity of mantle upwelling controlled the style of basin structures from sheff to oceanic basin.In the Zhu 1 depression on the shelf,the crust is nearly normal,the brittle and cold upper crust mainly controlled the fault development;so the combinative grabens with single symmetric graben are characteristic.In the slope,the crust thinned with a large stretching factor,affected by the mantle upwelling.The ductile deformation controlled the faults,so there developed an asymmetric complex graben in the Baiyun (白云) sag.     

建筑围护结构节能与防火体系构建

从围护结构节能与防火一体化思路出发,提倡钢筋混凝土结构保温一体化建筑体系和砌体结构保温一体化建筑体系;尤其主张在我国建筑工业化全面升级的基础上大力开发与推广保温型混凝土预制装配化技术,统一建筑模数,实现标准化与多样化;针对预制装配化保温型混凝土在梁、构造柱等容易出现的冷、热桥问题的部位,创新式提出以相变储能材料与建筑结构相融合来提高建这些部位的热工性能,减少温度梯度;从系统上做到保温与建筑同寿命、免维护、工序少,工期短、耐火等,从而真正实现低碳,构建建筑围护结构节能防火一体化建筑体系。     

浅谈测绘工程监理内容及方法

测绘监理与测绘行业质量监督不同,测绘监理注重生产的全过程,控制测绘生产过程中各个工序的质量,从而保障最终测绘成果的质量;测绘行业质量监督则是代表政府行使对测绘项目进行监督的行为。因此,两者在工作范围、工作性质以及工作深度等方面存在差别。但是两者同时又有统一的关系,也就是都为保障测绘成果质量,更好地服务保障经济社会发展采取的保障措施。现今在国内已有很多项目引入了监理机制,但尚没有形成一套完善有效的测绘监理行业规范。笔者根据多年在广东、海南、新疆等地区从事监理工作的实际经验,结合工程监理中的部分内容和方法,总结出了一套较为完善有效的测绘工程监理方案。     

江西相山邹家山-石洞断裂带及其控矿作用

邹家山石洞断裂构造带(又称邹石构造带)由几组大致平行的断裂组成,总体走向为30°~40°,倾向NW或SE,倾角65°~85°,深切基底达10 km,属区域性NE向走滑断层。根据断裂构造的发育程度、构造联合控矿作用等特点,自北向南将邹石构造带分为石马山段、邹家山段、书塘段和石洞段。研究构造带的铀矿化蚀变特征及构造控矿规律发现,邹石构造带在不同地段控矿形式不同,按容矿位置可分为两类,即主断裂容矿和旁侧次级断裂容矿。邹石构造带的铀矿化作用明显分为两期,邹石构造带附近的铀矿床均存在铀赤铁矿型矿化蚀变,表明邹石构造带对成矿的重要作用。相山矿田各矿床内矿带的展布表明,主要矿带走向的法线方向总是指向相山盆地的特定区域。在总结已知矿床规律的基础上,笔者认为邹石构造带仍然是相山盆地最具找矿潜力的地区之一,书塘地区是邹石构造带的首选找矿靶区。     

库车坳陷中部构造分层差异变形特征和构造演化

基于地表露头调查、地震资料解释、钻井及与盐相关的构造样式分析,对库车坳陷中部构造变形特征进行研究。结果表明:库车坳陷中部具有南北分带、东西分段、垂向分层的变形特征。以库姆格列木群膏盐岩为界可以分为盐上构造层、盐构造层、盐下构造层及基底构造层4层结构。该区域主要发育收缩构造样式及盐构造样式,盐上构造层、盐构造层及盐下构造层的构造样式及分布具有明显差异。盐上层主要发育逆冲断层及褶皱,盐岩层则以盐流动构造样式为主,盐下层则发育逆冲叠瓦断层等大规模推覆构造。研究区具有明显的分段变形特征,可划分为博孜—却勒构造段、大北—西秋构造段、克深—西秋构造段、克拉3—东秋构造段,其差异性主要表现为地表线性褶皱带分布、盐构造样式、盐下构造变形的差异。区域构造演化剖面研究表明库车坳陷主要经历了中生代伸展坳陷盆地(三叠纪—白垩纪)、新生代早期"挠曲"盆地(古近纪—中新世)及新生代晚期前陆盆地(上新世—第四纪)的演化过程。现今构造主要形成于库车组沉积的中晚期。     

Trees, lateral shrinkage and building damage

This article presents the study conducted and the actions taken to stabilise the foundations of 25 low-rise (two/three-storey) buildings in Alcázar de San Juan (Ciudad Real, central Spain). Owing to the immediate attention required, it was decided that the study would focus on procuring a synthetic model that would be able to provide a satisfactory explanation for the tendency of the movements, overlooking the detailed model of each building. This analysis pointed out that the mobilisation was probably due to both the shrinkage caused by the existing trees during the dry-growing seasons, and to the loss of lateral confinement caused by the excavation of a service trench adjacent to the footings of the buildings. In keeping with this mechanism, stabilization was carried out by transplanting the trees growing near the damaged buildings and installing a line of piles to provide lateral support to the footings. The evolution of the damage was therefore stopped.