依-舒地堑汤原与方正断陷宝泉岭组二段沉积体系的异同     

李映雁  何星  冯子辉 《上海国土资源》2011,32(1):89-92

汤原断陷和方正断陷是位于依兰—舒兰地堑内两个主要的一级负向构造单元,表现为受东西两条深大断裂控制的双断式断陷。汤原断陷和方正断陷古近系宝泉岭组二段在相类似的构造与沉积背景下沉积特征有异同。共识别出3种主要沉积相类型：扇三角洲相、湖泊相和湖底扇相。控盆断裂对这两个断陷的沉积具有同样重要的控制作用,宝二段沉积时期方正断陷的构造作用强度比汤原断陷大得多,方正断陷湖盆面积比汤原断陷小,但湖盆深度要深。  相似文献   

软土地下工程抗震数值模拟的若干关键问题   总被引：1，自引：0，他引：1  

陈之毅  沈昊 《上海国土资源》2011,32(4):83-87

针对我国地下工程建设项目抗震安全性能设计和评估的需求,并基于目前缺少完善的地下结构抗震分析方法和专门的地下结构抗震设计规范的现状,重点阐述了采用有限元方法进行地下工程数值模拟和分析时需要特别关注的三方面问题：计算范围、土一结构动力相互作用和边界条件。着重分析了有限元网格的划分、土一结非线性接触问题和不同边界条件的适用性,以及这些建模条件对计算结果可靠性的影响。对基于数值手段开展地下工程抗震安全性能的计算、分析和评价,制定地下结构抗震设计规范或规程,可提供有益参考。  相似文献   

Application of a BEM time stepping algorithm in understanding complex unsteady propulsion hydrodynamic phenomena     

Gerasimos K. Politis 《Ocean Engineering》2011,38(4):699-711

We solve the problem of unsteady potential flow around a system of arbitrarily moving rigid or flexible, lifting or non-lifting bodies, in an infinite fluid free of distributed vorticity. For the solution we use a time stepping algorithm and a potential based formulation of the corresponding free BVP. Nonlinear free shear layer dynamics are included in our modeling. This is a major innovation in treating complex unsteady propulsion problems since no simplifying assumptions (like that of a helicoidal wake) are used regarding the wake model. Bilinear quadrilateral elements are used to describe body and shear layer geometry at each time t. Three types of Kutta conditions can be alternatively applied for the determination of the shed vorticity from lifting bodies. The theoretical and numerical aspects of the method are presented followed by a number of applications, elucidating the qualitative and quantitative physical characteristics of a number of complex unsteady propulsion problems.  相似文献   

预修正快速傅里叶变换高阶边界元方法在波浪对物体作用问题中的应用   总被引：1，自引：0，他引：1       下载免费PDF全文

姜胜超  滕斌  勾莹  宁德志 《海洋学报》2011,33(3):38-46

边界元方法被广泛应用于波浪对海上婕筑物作用领域,但由于传统边界元方法的存储量和计算量均为未知量的平方量级,很难满足大范围多未知量问题的计算需要.本文基于高阶边界元方法,应用预修正快速傅里叶变换方法,使计算量与存储量分别降低至O(NlogN)和O(N)量级,并得到一个连续的压强分布以适应结构设计的要求,同时可以通过使用满...  相似文献   

Study on scattering wave force of horizontal and vertical plate type breakwaters   总被引：1，自引：0，他引：1  

王科  张犀  高鑫 《中国海洋工程》2011,25(4):699-708

The interaction between wave and horizontal and vertical plates is investigated by the boundary element method,and the relations of wave exciting force with plate thickness,submergence and length are obtained.It is found that:1) The efficient wave exciting force exists while plate submergence is less than 0.5 m,and the plate is very thin with order O(0.005 m).2) The maximum heave wave exciting force exists,and it is the main factor for surface and submerged horizontal plate while the roll force can be ignored.3) The maximum sway wave exciting force exists,it is the main factor for surface or submerged vertical plate,and the roll force is about 20 times of horizontal plate.  相似文献   

Finite element analysis on impact of foundation treatment in bridgehead transition section upon bridge piles          下载免费PDF全文

ZHENG Wei  DU Lizhi  WANG Yong 《世界地质(英文版)》2011,14(4):254-258

In order to decrease relative settlement, foundation treatment plays an extremely important role in bridgehead transition section, especially, the situation of building the bridge piles firstly, and th...  相似文献   

盐湖丰产元素与Zintl化合物(续完)          下载免费PDF全文

贾永忠  景燕  马军  岳都元  Claude Belin  Monique Tillard 《盐湖研究》2011,19(2):63-72

Zintl化合物是以Edward Zintl命名的化合物,是一类由电正性的碱金属或碱土金属与电负性的13族或14族元素形成的特殊金属间化合物。其价键模式可以是离子键、金属键和共价键共存,其中的准金属可以共价键的形式形成各种形式的离子簇,因而其结构复杂多样。这类化合物的部分阴离子簇不仅具有稳定的笼状、层状和链状结构,并且具有特殊的光、电、磁等性能,使得在半导体、催化、电极材料等方面都有应用的前景和发展潜力。介绍了几个特殊Zintl化合物体系,盐湖丰产元素在Zintl化合物中的作用,指出了含有盐湖丰产元素的Zintl化合物的应用前景和方向。  相似文献   

羌塘角木日地区中二叠统龙格组泥岩地球化学特征及其地质意义   总被引：1，自引：0，他引：1       下载免费PDF全文

黄静  李琦  胡俊杰  杨强强  葛东升  陈若瑜 《高校地质学报》2015,21(1):59

沉积岩物源分析对揭示盆地物质组成、储集岩性质及古环境恢复等研究具有重要指示意义。文中对藏北羌塘盆地角木日地区中二叠统龙格组的钙质泥岩样品进行了微量元素地球化学测试分析,系统地研究了微量元素含量、特征比值及稀土元素配分方式。结果表明研究区龙格组钙质泥岩样品具有中等轻稀土元素分异((La/Sm)N=2.50~5.41),重稀土元素比较平坦((Gd/Yb)N=1.32~2.47),具有微弱的Eu负异常;Sr/Ba,V/Cr,Ni/Co,Ceanom及δEu等相关参数综合显示,研究区中二叠纪时期整体表现为海相氧化环境;样品Rb/Sr比值及La/Th-Hf,La/Sc-Co/Th,Th/Sc-Zr/Sc关系图解综合说明龙格组钙质泥岩物源区风化作用较弱,源岩主要为安山岩;通过对沉积岩La/Sc-Ti/Zr,La-Th-Sc和Th-Sc-Zr/10等构造环境判别图解分析,综合表明区钙质泥岩物源区的构造背景主要为大洋岛弧型。  相似文献   

准噶尔盆地西北缘三叠系地层格架的建立——来自岩性、地震、测井及地化方面的证据     

何苗  李廷栋  张利伟  姚建新  游国庆  耿树方  吴小军 《地球学报》2015,36(2):151-160

准噶尔盆地西北缘三叠系一直是我国重要的油气攻关层位,然而其地层发育情况却长期存在争议,尤其是精细层位划分以及内部是否存在不整合界面的问题。本次研究结合了前人研究成果、岩性、测井、地震资料,并以野外露头研究为基础,通过对深底沟—大侏罗沟、花园沟、黑油山沟、吐孜沟、水库沟5条野外剖面的考察,识别出各类标志层以及J/T、T/C、T3/T2、T2k2/T2k1、S6/S7界线,认为三叠系内部并不缺失S2、S3(砂组,位于T2k2),并可区分出此二层位,随即建立起多个野外剖面的时空对应关系;此外,本次研究还通过不同岩性岩石测井响应特征将下三叠统划分为3段6砂组,将上三叠统划分为3段7砂组,将中三叠统则更细划分为2段7砂组14小层,并通过元素地层学方法对层位进行了局部检验。  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