关于水工结构工程专业国家自然科学基金研究热点的认识     

李炎隆 《水科学进展》2015,26(5):752-758

在国家自然科学基金委的资助下,中国的水利科学与海洋工程学科得到了长足发展.为进一步明确学科发展方向,正确指引水利学者的研究导向,基于国家自然科学基金委员会主办的"2014水工结构与水力装备战略研究暨青年学者学术交流会"及水利学科有关申请书的申请材料和专家评议意见,分析了水科学研究中水工结构工程学科近期的研究进展情况,初步明确了"库坝工程全寿命周期性能演变机理"为"十三五"期间水工结构学科重大研究项目,在"生态水工学"和"水利工程的信息化、数字化、智能化"为优先支持的跨学科交叉研究领域,提出了学科亟待攻关的前沿热点科学问题.该研究有利于科研工作者进一步凝炼关键科学问题,促进水利科学基础研究的发展.  相似文献   

陕西蓝田地区三趾马化石新材料     

李永项  李银华  李智超  白毅  李杨璠  谢坤  赵勇强  邓大江 《第四纪研究》2015,35(3)

刘东生等60多年前描述的在陕西蓝田灞河组下部的Hipparion sp.,材料较少,但形态特殊,此后一直未见相关报道.近年来在这一地区又发现了类似三趾马化石的新材料.新发现的Hipparion sp.个体小,原尖短、圆,次尖明显偏向舌侧,次尖颈收缩,DP4的次尖几乎完全孤立;原小尖褶长大复杂,次附尖粗大、分叉,向外伸出;端附尖长大,根部收缩,内侧收缩沟内伸,并呈复杂的褶沟.这些组合特征与包括Hipparion chiai在内的灞河组上部3种三趾马扁长的原尖截然不同,也区别于九老坡的Hipparion plocodus(Hipparion fossatum),而接近于大庙沟的Hipparion sp..新材料的发现表明灞河早期的这种形态比较特殊的三趾马可能延续到了灞河晚期,甚至更晚的时代,同时在白鹿塬西侧蓝田汤峪河道一带有新近系地层出露.  相似文献   

Evaluation of stress strain non-uniformities in the laboratory direct simple shear test specimens using 3D discrete element analysis     

Antone Dabeet  Peter Byrne 《Geomechanics and Geoengineering》2015,10(4):249-260

The direct simple shear (DSS) device is one of the commonly used laboratory element testing tools to characterize the shear behaviour of soil. The interpretation of results from an element test requires understanding of the degree of stress and strain non-uniformities in a given test specimen. So far, studies on stress and strain non-uniformities in the DSS test have been conducted using direct boundary measurements of stresses in laboratory specimens supported by a continuum based analytical approach. Discrete element modelling now provides a means of modelling the soil behaviour in a realistic manner using a particulate approach. Accordingly, the performance of a DSS specimen was modelled using discrete element modelling with emphasis on assessing stress and strain non-uniformities in the specimen during shearing. The approach allowed for the numerical determination of stresses not only at the boundaries, but also within the DSS specimen. It was shown that mobilised stress ratio distribution throughout the shearing phase for the majority of specimen volume at locations near the central planes parallel and perpendicular to the direction of shearing is fairly uniform. Finally, it was noted that the potential for particle slippage at locations near the specimen centre can result in non-uniform shear strain distributions.  相似文献   

A Review of the IAG GeoPT™ and Certification Programmes,their Protocols,and the Differences between the Original and Potential Modifications to the Certification Protocol          下载免费PDF全文

Jean S. Kane 《Geostandards and Geoanalytical Research》2015,39(4):419-432

The IAG conducts two programmes, the GeoPT ^? proficiency test and a certification programme that are closely interconnected. Both support the quality control/quality assurance activities of geochemical laboratories. Each derives an estimate of ‘true value’ for a number of samples, but arrives at that estimate, and its uncertainty, differently. This review discusses the history of the two programmes and compares the ‘true values’ and their uncertainties obtained through each. It then considers ‘fitness‐for‐purpose’ issues related to both GeoPT ^? and certification uncertainties. Issues related to potential modification of the IAG protocol for certification are also considered.  相似文献   

Mass Fractions of S,Cu, Se,Mo, Ag,Cd, In,Te, Ba,Sm, W,Tl and Bi in Geological Reference Materials and Selected Carbonaceous Chondrites Determined by Isotope Dilution ICP‐MS          下载免费PDF全文

Zaicong Wang  Harry Becker  Frank Wombacher 《Geostandards and Geoanalytical Research》2015,39(2):185-208

Mass fractions of S, Cu, Se, Mo, Ag, Cd, In, Te, Ba, Sm, W and Tl were determined by isotope dilution sector field ICP‐MS in the same sample aliquot of reference materials using HF‐HNO₃ digestion in PFA beakers in pressure bombs and glassy carbon vessels in a high‐pressure asher (HPA‐S) for comparison. Additionally, Bi was determined by internal standardisation relative to Tl. Because isobaric and oxide interferences pose problems for many of these elements, efficient chromatographic separation methods in combination with an Aridus desolvator were employed to minimise interference effects. Repeated digestion and measurement of geological reference materials (BHVO‐1, BHVO‐2, SCo‐1, MAG‐1, MRG‐1 and UB‐N) gave results with < 5% relative intermediate precision (1s) for most elements, except Bi. Replicates of NIST SRM 612 glass digested on a hot plate were analysed by the same methods, and the results agree with reference values mostly within 2% relative deviation. Data for the carbonaceous chondrites Allende, Murchison, Orgueil and Ivuna are also reported. Digestion in a HPA‐S was as efficient as in pressure bombs, but some elements displayed higher blank levels following HPA‐S treatment. Pressure bomb digestion yielded precise data for volatile S, Se and Te, but may result in high blanks for W.  相似文献   

An elastoplastic model based on the shakedown concept for flexible pavements unbound granular materials     

Taha Habiballah  Cyrille Chazallon 《国际地质力学数值与分析法杂志》2005,29(6):577-596

Nowadays, the problem of rutting of flexible pavements linked to permanent deformations occurring in the unbound layers is taken into account only by mechanistic empirical formulas. Finite element modelling of realistic boundary value problems with incremental rheological models will lead to unrealistic calculation time for large cycle numbers. The objective of the authors is to present a simplified model which can be used to model the flexible pavements rutting with the finite elements framework. This method is based on the shakedown theory developed by Zarka which is usually associated to materials like steels. It has been adapted for granular materials by introducing a yield surface taking into account the mean stress influence on the mechanical behaviour and a dependency of the hardening modulus with the stress state. The Drucker–Prager yield surface has been used with a non‐associated flow rule. Comparisons with repeated load triaxial tests carried out on a subgrade soil have been done. These comparisons underline the capabilities of the model to take into account the cyclic behaviour of unbound materials for roads. Finally, a discussion, dealing with the use of the simplified method within a finite element modelling of a full‐scale experiment, is presented. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Stress–dilatancy based modelling of granular materials and extensions to soils with crushable grains     

Antonio DeSimone  Claudio Tamagnini 《国际地质力学数值与分析法杂志》2005,29(1):73-101

Stress–dilatancy relations have played a crucial role in the understanding of the mechanical behaviour of soils and in the development of realistic constitutive models for their response. Recent investigations on the mechanical behaviour of materials with crushable grains have called into question the validity of classical relations such as those used in critical state soil mechanics. In this paper, a method to construct thermodynamically consistent (isotropic, three‐invariant) elasto‐plastic models based on a given stress–dilatancy relation is discussed. Extensions to cover the case of granular materials with crushable grains are also presented, based on the interpretation of some classical model parameters (e.g. the stress ratio at critical state) as internal variables that evolve according to suitable hardening laws. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Estimation of parameters in petrologic materials balance equations     

N. H. Gray 《Mathematical Geology》1973,5(3):225-236

A rigorous treatment of the least-squares estimation of the parameters in petrologic materials balance equations is developed to take into account the uncertainties inherent in the chemical analyses. The choice of the optimal estimation procedure for a particular problem is dependent upon the extent of the petrogenetic understanding of the exact nature of the materials balance involved. Some of the complications entailed in obtaining least-squares estimates are illustrated by the examples of magmatic differentiation and metamorphic reactions.  相似文献   

图书情报资料工作在测绘教育中的地位与作用     

张春香  陈德云 《地理信息世界》2001,(2)

学校图书馆是图书资料的供应与服务基地 ,其藏书量与藏书类别的多少 ,以及图书馆各专业情报资料源的数量与管理和服务水平 ,是办学条件的重要标志之一 ,因而 ,测绘图书情报资料的信息源建设、测绘科技文献的开发与利用和测绘科技情报资料为师生的服务 ,在测绘教育中有着举足轻重的地位与作用。  相似文献   

A study on the bio-hydro mechanical effects of the tree roots on the Agaclı coal reclaimed – forested land     

Dr.?Nuray?Tokg?zEmail author 《Geotechnical and Geological Engineering》2005,23(5):519-535

The research area that is in the north of Istanbul (Turkey) and it is a land of open pit coal mining residuals reclaimed and turned to forest in 1988–1989. The materials that are open pit mine spoils are formed by sandy loam, sandy clay loam, heavy loam and clay (noncalcareous Pliocene I sediments). Pseudoacacia (Robinia pseudoacacia), Maritima Pine (Pinus pinaster) and Stone Pine (Pinus pinea) are planted on these materials. The aims of this research were to determine the strength of the material provided by tree roots and evaluate the performance of the forestation practices at lands especially where open pit coal mining spoil (residual) materials piled up. The research has been performed at two stages. The first one was hydro-mechanical effect concerned about material moisture depletion as a result of transpiration and the second one was bio-mechanical effects due to strength parameters of the roots and their growth pattern within the material. All results were evaluated in relation to tensile strength and displacement curves due to pre and post failure behaviors of materials and root systems. The results showed the increase of the displacement of the material was the significant indicator of the bio-mechanics tensile strength of the material provided by the tree roots. The fast growing type of tree roots have stabilized the material up to a depth for 80–100 cm by covering the coal residual materials within 12 years.  相似文献