Sr and Pb isotopic composition of five USGS glasses (BHVO-2G, BIR-1G, BCR-2G, TB-1G, NKT-1G)   总被引：2，自引：0，他引：2  

Marlina Elburg  Pieter Vroon  Bas van der Wagt  Arnaud Tchalikian 《Chemical Geology》2005,223(4):196-207

Sr isotopic compositions and Rb / Sr ratios of three USGS glasses (BHVO-2G, BIR-1G, BCR-2G) are identical to those of the original USGS reference materials. NKT-1G and TB-1G give values of 0.70351 and 0.70558, respectively. Pb isotopic ratios were measured by the standard-sample bracketing technique on an MC-ICP-MS, which give results that are comparable in accuracy and reproducibility to double spike analyses. However, assessment of the reproducibility of the technique is hampered by inhomogeneous contamination of all USGS reference materials analysed. This contamination is likely to be the reason why the USGS glasses do not all have the same Pb isotopic composition as their unfused originals. Powdered glasses, distributed for characterisation of the glasses by bulk analytical techniques, do not all have the same Pb isotopic compositions as the solid glass material, and can therefore not be used for this purpose.  相似文献   

地学数据网络共享与交换研究的新进展——IAMG2006相关议题论文评述     

马小刚 《国土资源信息化》2006,(6):42-45

国际数学地质协会2006年会(IAMG2006)于2006年9月在加拿大多伦多召开。大会主题为“基于多源数据的定量地学”,共分14个分会场,其中第5分会场“通过开放式网络标准传递和发布地学信息”围绕国际地科联地学信息应用与管理委员会所组织的GeoSciML研究展开。通过现场交流和对论文的分析,本文重点介绍了GeoSciML研究的基本情况和最新研究进展。  相似文献   

Evaluation of the Iranian guideline for deismic rehabilitation of existing buildings     

Ali Reza Keyvani Boroujeni Majid Sadeghazar 《地震工程与工程振动(英文版)》2006,5(2):297-307

The Iranian Guideline for Seismic Rehabilitation of Existing Buildings （GSREB）, which is currently used for vulnerability assessment of existing buildings in Iran, is evaluated in this paper. The vulnerability of sample buildings of a variety stories with special steel moment resisting frames, designed according to the Standard No.2800 requirements, is assessed by GSREB. In the vulnerability assessment, different analysis methods were used and the results, in terms of usage ratio, defined as the ratio of the strength/deformation demand to the corresponding capacity, are compared. Numerical results show that some columns of these buildings do not satisfy the life safety performance criteria in the design hazard level. Moreover, the target displacement estimated by the Displacement Coefficient Method （DCM） is larger than the maximum displacement calculated by nonlinear dynamic analysis.  相似文献   

氟化物环境容量的研究     

周万福  牛生杰 《气象科学》2006,26(5):509-516

由高斯烟羽模式推导出的标准浓度分布推算源强分布的反演模式方法,计算了西宁市北郊地区环境空气中氟化物的环境容量。计算结果表明:拟建或已经在生产的各铝厂氟化物排放量均不超过按城市标准计算出的环境容量值,但均超过按农业区标准计算出的环境容量值。为了保护该地区农业生态环境,需要对现有的各铝厂氟化物排放量进行削减。  相似文献   

Assessment of liquefaction and lateral spreading on the shore of Lake Sapanca during the Kocaeli (Turkey) earthquake     

A. Kan&#x;bir  R. Ulusay   . Aydan 《Engineering Geology》2006,83(4):307-331

The 1999 Kocaeli earthquake of Turkey (M_w = 7.4) caused great destruction to buildings, bridges and other facilities, and a death tall of about 20,000. During this earthquake, severe damages due to soil liquefaction and associated ground deformations also occurred widespread in the eastern Marmara Region of Turkey. Soil liquefaction was commonly observed along the shorelines. One of these typical sites is Sapanca town founded on the shore of Lake Sapanca. This study was undertaken as quantitative measurement of ground deformations induced by liquefaction along the southern shore of Lake Sapanca. The permanent lateral ground deformation was measured through the aerial photogrammetry technique at several locations both along the shoreline and in the town. In situ soil profiles and material properties at Sapanca area were obtained based on the data from 55 borings and standard penetration tests (SPT), and laboratory tests, respectively. The data and the empirical methods recommended by an NCEER workshop were employed to evaluate the liquefaction resistance of the soils. In addition, simple shaking tests on a limited number of samples were also performed. The permanent ground displacements were estimated from the existing empirical models, sliding block method and residual visco-elastic finite element methods. Then these estimations were compared with the observed ground displacements. The assessments suggested that liquefaction at Sapanca have occurred within Quaternary alluvial fan deposits at depths 1 and 14 m, and the major regions of liquefaction and associated ground deformations were located along the shore and creeks. The evaluations also indicated that for sites with no sand boils but with ground displacement greater than 1 m, thickness of the non-liquefiable layer was large. It is also noted that no liquefaction-induced ground surface disruption is expected at the site when the thickness of the liquefiable and non-liquefiable layers vary between 0.5 and 1.5 m, and 3.5 and 5.5 m, respectively. Except one model, all the empirical models employed in the study over-predicted the observed lateral ground displacements, while sliding block method and residual visco-elastic finite element methods yielded reasonably good results if the known properties of liquefied soils are used.  相似文献   

Phosphate sorption desorption characteristics of some ferruginous soils of tropical region in Eastern India     

R. Bera  A. Seal  P. Bhattacharyya  K. Mukhopadhyay  R. Giri 《Environmental Geology》2006,51(3):399-407

Phosphate sorption and desorption experiments were conducted with four ferruginous soils (alfisols) of Eastern India, in view of the low native phosphate concentrations in tropical Indian soils. From the P-isotherm curve, standard P requirement (SPR) of the soils was determined. Phosphate sorption data were fitted to both Langmuir and Freundlich equations and mean sorption maximum values obtained for the different soil series were in the decreasing order as Matimahal > Anandapur > Mrigindih > Kashipur. The fraction of added P sorbed followed the same trend as SPR, P sorption maximum (P_max), phosphate affinity constant (K), maximum phosphate buffering capacity (MPBC), Freundlich constant K′ and phosphate desorption values. Phosphate sorption maximum was significantly correlated with MPBC, Freundlich 1/n, SPR, clay and different forms of Fe and Al. The value of K (bonding energy) was significantly correlated with MPBC, Freundlich K′ and pyrophosphate extractable Fe and Al. The MPBC was significantly correlated with Freundlich K′, Freundlich constant 1/n, clay, oxalate and dithionite extractable, amorphous and crystalline form of Fe and Al. Freundlich K′ was significantly correlated with Freundlich 1/n, pH_water, clay, dithionite extractable and crystalline form of Fe and Al. The results suggested that the soils having higher amount of extractable and reactive Fe and Al shared higher P sorbtion capacity and such soils may need higher levels of P application  相似文献   

Factors influencing determination of shale classification indices and their correlation to mechanical properties     

Hisham T. Eid 《Geotechnical and Geological Engineering》2006,24(6):1695-1713

The influence of sample preparation procedure on the measured classification indices such as clay-size fraction, liquid limit, and plastic limit of shales was investigated. Shale samples covering a wide range of composition and plasticity were tested using standard and modified preparation procedures to yield quantitative data required for this investigation. The study specifies the range of shale plasticity in which the measured values of clay-size fraction and liquid limit are sensitive to hydrometer specimen size and rehydration time, respectively. The study also revealed that the degree of shale particle disaggregation has an important influence on the measured clay-size fraction and liquid limit. This influence is maximized for shales with intermediate plasticity and can be interpreted in terms of particle size and shape. Correlations were established between classification indices derived from standard and modified sample preparation procedures. It is recommended to use these correlations to adjust shale classification indices derived from standard sample preparation procedures usually utilized by commercial laboratories. Such correlations help in creating a universally followed procedure for better estimation of shale engineering properties and reliable interpretation of case histories involving shale formations.  相似文献   

对地质勘查组织“产品”设计的理解     

双秀丽 《中国煤田地质》2006,(Z1)

从讨论ISO 9000:2000标准“设计和开发”的定义出发,对地质勘查组织的的产品、产品质量特性和产品的设计进行了讨论,提出了地质勘查组织产品设计与标准中规定的设计和开发的概念以及对应关系,并对标准中的“设计和开发”与地质勘查组织“设计与开发”的内容进行了对比分析。  相似文献   

江淮膨胀土自由膨胀率特征   总被引：3，自引：0，他引：3  

黄健敏  段海澎  陈善雄  余飞 《工程地质学报》2006,14(6):776-781

自由膨胀率是公路及其他行业膨胀土判别与分类的常用指标,研究自由膨胀率特征对指导膨胀土判别分类具有重要意义。本文依托皖中地区在建的合(肥)六(安)高速公路,开展了自由膨胀率及其他相关性指标的试验研究,分析了皖中膨胀土的自由膨胀率特征。研究表明:皖中地区膨胀土自由膨胀率与反映膨胀本质的指标蒙脱石含量,以及液限、塑性指数等间接性判别指标具有较好的相关性,可将其用作膨胀土判别与分类的指标;分类实践发现《公路路基设计规范》所推荐的自由膨胀率分级评判标准不能适用于皖中地区膨胀土;根据研究结果给出了具有合理分类特征的分类标准建议。  相似文献   

扫描电子显微镜下放射虫化石制样方法的探讨     

张素新  肖少泉 《岩矿测试》1998,17(4):303-305

讨论了为获得放射虫化石的高质量的二次电子图像所采用的试样制备方法。通过多次试验,认为放射虫化石的表面导电处理应采用碳金双层镀膜法。在放射虫化石表面先蒸镀一层１０～２０ｎｍ厚的碳膜,然后根据放射虫化石的形态和表面结构的不同,溅射厚度不同的金膜;钟罩形、塔形放射虫化石的金膜厚度在６０～８０ｎｍ,带刺的球形放射虫化石的金膜厚度在８０～１４０ｎｍ,球形放射虫化石的金膜厚度在１４０～２００ｎｍ。  相似文献