基于能量法的高承台桩基沉降计算方法

为探讨高承台桩基的沉降计算方法,考虑高承台群桩中各基桩的相互作用,首先基于Cooke原理推导得到基桩桩侧单位厚度土的等效刚度系数;其次,从能量传递的角度建立承台-桩基的平衡方程,并联立承台-桩基变形协调关系以及桩端边界条件,利用能量法对基桩桩身轴力与位移进行求解,从而得到高承台桩基沉降计算方法,编制相应的计算程序。最后,利用该方法及计算程序对某工程中的高承台桩基进行计算。研究结果表明:采用本文方法所得计算结果与实测结果较吻合,验证了本文计算方法的合理性。     

桩、土、刚性承台相互作用下桩基内力计算新方法

针对港口工程中广泛使用的桩基础在波浪力及荷载作用下与高桩刚性承台和土共同工作的问题,提出较为有效、合理的计算方法.首先以杆系有限元方法为基础,将承台模拟成一根竖直刚性梁,将桩基模拟成线弹性梁,以承台与桩基相连的节点作为主节点,桩基与承台相连的节点为从节点,推导出了刚性承台和桩基的单元刚度方程;其次,桩基与土的相互作用按弹性桩的线性地基反力假设法中的m法计算,推导出了桩土相互作用下桩基单元刚度方程;最后,将波浪力等效成相应桩基单元上的节点荷载,并编写相应的有限元程序(FEPPRC).算例表明:所提出的在波浪力及其他荷载共同作用下考虑桩土相互作用的刚性承台桩基内力计算新方法是可靠的.     

考虑土体固结的单桩-土-承台非线性共同作用程序实现

提出了基于有限层理论的考虑土体固结的单桩-土-承台非线性共同作用分析方法。在此基础上，介绍了相应的计算程序CPRI的实现过程，给出了主程序计算框图和桩土承台支撑体系计算子程序框图。通过程序PRI检验和算例分析，验证了程序的正确性。程序CPRI可以模拟不同时刻单桩-土-承台支撑体系的竖向位移、孔压、桩顶反力和土体反力变化的情况。     

柔性高桩承台与桩基的有限元分析

提出柔性高桩承台与桩基计算的一种有限单元法，其计算模型不仅将承台和桩基作为刚性联结的整体结构来分析，且考虑桩土间相互作用，可用于任意动、静荷载作用下结构的位移与内力计算．     

复合桩基中承台内区土阻力群桩效应系数的有限元分析

采用有限元方法，对复合桩基中承台内区土阻力群桩效应系数进行了分析，并编制了相应的有限元程序。应用该程序讨论了桩距、桩数、桩长、土类等对承台内区土阻力群桩效应系数的影响。     

复合桩基梁式承台受力性状模型试验

通过梁式承台系列的复合桩基室内模型试验,研究了极限荷载下不同桩距的桩-承台-地基土的受力性状.试验结果表明:承台梁在墙下条形荷载作用下,地基反力分布呈马鞍形;随桩间距的增大,桩对承台梁的支承作用逐渐增强,承台梁由整体受弯过渡到局部受弯,在梁式承台下桩的支承性质为弹性支座.建议在承台梁内力计算中,应结合上部荷载形式和地基反力的分布,考虑桩距对承台梁内力的影响,及桩间距增大对桩支承作用的增强效应.     

考虑时间效应的复合桩基简化分析方法

基于复合桩基的基本理论，结合刚性基础的计算方法，建立了考虑时间效应的桩-土-刚性承台体系共同作用的基本方程，编制相应程序进行计算，分析了单桩、四桩和九桩3种具有代表性的桩-土-承台体系沉降与反力随时间的变化特征：在整个加载过程中，单桩、四桩、九桩承台的沉降随时间对数的变化曲线均呈“S”形；加桩承台的荷载-沉降曲线表现明显的非线性，刚性基础加桩以后“架越作用”减小。     

某公路大桥桩基础设计方案比选

针对桩基方案进行了较为深入的比较和分析,运用GPILE桩基分析程序对安庆长江大桥单桩的承载性状和沉降进行了分析;使用GPILE对不同桩长、不同承台厚度、不同桩身混凝土标号以及不同桩径情况下的设计方案进行了计算、比较和分析,提出较为实际和满意的设计建议方案.     

考虑桩基-承台-地基土共同作用的竖向承载力可靠度研究

根据复合桩基极限承载力计算模式,建立了考虑桩基-承台-地基土三者共同相互作用的可靠度极限状态方程.介绍了各基本变量的概率分布和利用JC法求解可靠度指标的过程.针对具体的算例,采用编制的程序对多种工况下承载力可靠指标进行了计算.结果表明:土性参数μφ,μc及其变异系数δφ,δc,承台底土反力群桩效应系数ηc,荷载效应比ρ等指标对复合桩基承载力可靠指标β具有显著影响,其中μφ的显著性强于μc,δφ的显著性强于δc;安全系数K与可靠指标β之间存在对应关系,K越大,β越高,可靠性越大.     

考虑土体连续性的桩基承台梁内力分析

针对非文克尔地基上的桩基承台梁,从桩土作者共同工作出发,考虑土体连续性和应力变形的扩散性,提出一种利用变基床系数和地基柔度矩阵进行迭代,计算桩基承台梁内力的有限单元法,可用于分析变截面承台梁、复杂边界条件、各种荷载组合,以及梁体与土脱开、基桩差异等特殊情况下墙下条形桩基承台梁的内力.图5,参9.     

Characterization of Ordovician carbonate reservoirs, southeastern Saskatchewan, Canada

The discovery of the prolific Ordovician Red River reservoirs in 1995 in southeastern Saskatchewan was the catalyst for extensive exploration activity which resulted in the discovery of more than 15 new Red River pools. The best yields of Red River production to date have been from dolomite reservoirs. Understanding the processes of dolomitization is, therefore, crucial for the prediction of the connectivity, spatial distribution and heterogeneity of dolomite reservoirs.The Red River reservoirs in the Midale area consist of 3～4 thin dolomitized zones, with a total thickness of about 20 m, which occur at the top of the Yeoman Formation. Two types of replacement dolomite were recognized in the Red River reservoir: dolomitized burrow infills and dolomitized host matrix. The spatial distribution of dolomite suggests that burrowing organisms played an important role in facilitating the fluid flow in the backfilled sediments. This resulted in penecontemporaneous dolomitization of burrow infills by normal seawater. The dolomite in the host matrix is interpreted as having occurred at shallow burial by evaporitic seawater during precipitation of Lake Almar anhydrite that immediately overlies the Yeoman Formation. However, the low δ18O values of dolomited burrow infills (-5.9‰～ -7.8‰, PDB) and matrix dolomites (-6.6‰～ -8.1‰, avg. -7.4‰ PDB) compared to the estimated values for the late Ordovician marine dolomite could be attributed to modification and alteration of dolomite at higher temperatures during deeper burial, which could also be responsible for its 87Sr/86Sr ratios (0.7084～0.7088) that are higher than suggested for the late Ordovician seawaters (0.7078～0.7080). The trace amounts of saddle dolomite cement in the Red River carbonates are probably related to "cannibalization" of earlier replacement dolomite during the chemical compaction.     

A computer generator for randomly layered structures

AcomputergeneratorforrandomlylayeredstructuresYUJia shun1,2,HEZhen hua2(1.TheInstituteofGeologicalandNuclearSciences,NewZealand;2.StateKeyLaboratoryofOilandGasReservoirGeologyandExploitation,ChengduUniversityofTechnology,China)Abstract:Analgorithmisintrod…     

海南岛地体及其毗邻陆缘晚中生代—新生代古地磁研究和构造演化

本文叙述了对海南岛及其毗邻大陆边缘白垩纪到第四纪地层岩石进行古地磁研究的全部工作过程。通过分析岩石中剩余磁矢量的磁偏角及磁倾角的变化,提出海南岛白垩纪以来经历的构造演化模式如下:早期伴随顺时针旋转而向南迁移,后期伴随逆时针转动并向北运移。联系该地区及邻区的地质、地球物理资料,对海南岛上述的构造地体运动提出以下认识:北部湾内早期有一拉张作用,主要是该作用使湾内地壳显著伸长减薄,形成北部湾盆地。从而导致了海南岛的早期构造运动,而海南岛后期的构造运动则主要是受南海海底扩张的影响。海南地体运动规律的阐明对于了解北部湾油气盆地的形成演化有重要的理论和实际意义。     

Exciton Seebeck in Molecular Systems

Various applications relevant to the exciton dynamics,such as the organic solar cell,the large-area organic light-emitting diodes and the thermoelectricity,are operating under temperature gradient.The potential abnormal behavior of the exicton dynamics driven by the temperature difference may affect the efficiency and performance of the corresponding devices.In the above situations,the exciton dynamics under temperature difference is mixed with     

Achieving Unusual States of Matter Under High Pressure

The elongation method,originally proposed by Imamura was further developed for many years in our group.As a method towards O(N)with high efficiency and high accuracy for any dimensional systems.This treatment designed for one-dimensional(ID)polymers is now available for three-dimensional(3D)systems,but geometry optimization is now possible only for 1D-systems.As an approach toward post-Hartree-Fock,it was also extended to     

《Chinese Science Bulletin》SUBJECT INDEX TO VOLUME 59(2014)

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An on-line scaling method for improving scalability of a database cluster

The explosive growth of the Internet and database applications has driven database to be more scalable and available, and able to support on-line scaling without interrupting service. To support more client's queries without downtime and degrading the response time, more nodes have to be scaled up while the database is running. This paper presents the overview of scalable and available database that satisfies the above characteristics. And we propose a novel on-line scaling method. Our method improves the existing on-line scaling method for fast response time and higher throughputs. Our proposed method reduces unnecessary network use, i.e. , we decrease the number of data copy by reusing the backup data. Also, our on-line scaling operation can be processed parallel by selecting adequate nodes as new node. Our performance study shows that our method results in significant reduction in data copy time.     

An improved R-tree based on childnode''s probability

R-Tree is a good structure for spatial searching. But in this indexing structure,either the sequence of nodes in the same level or sequence of traveling these nodes when queries are made is random. Since the possibility that the object appears in different MBR which have the same parents node is different, if we make the subnode who has the most possibility be traveled first, the time cost will be decreased in most of the cases. In some case, the possibility of a point belong to a rectangle will shows direct proportion with the size of the rectangle. But this conclusion is based on an assumption that the objects are symmetrically distributing in the area and this assumption is not always coming into existence. Now we found a more direct parameter to scale the possibility and made a little change on the structure of R-tree, to increase the possibility of founding the satisfying answer in the front sub trees. We names this structure probability based arranged R-tree (PBAR-tree).     

Integrating GIS Web services based on mediating architecture

The geographic information service is enabled by the advancements in general Web service technology and the focused efforts of the OGC in defining XML-based Web GIS service. Based on these models, this paper addresses the issue of services chaining,the process of combining or pipelining results from several interoperable GIS Web Services to create a customized solution. This paper presents a mediated chaining architecture in which a specific service takes responsibility for performing the process that describes a service chain. We designed the Spatial Information Process Language (SIPL) for dynamic modeling and describing the service chain, also a prototype of the Spatial Information Process Execution Engine (SIPEE) is implemented for executing processes written in SIPL. Discussion of measures to improve the functionality and performance of such system will be included.     

Tracking data management using topology of moving object database system for moving object constrained trajectory in LBS application

Advances in wireless technologies and positioning technologies and spread of wireless devices, an interest in LBS (Location Based Service) is arising. To provide location based service, tracking data should have been stored in moving object database management system (called MODBMS) with proper policies and managed efficiently. So the methods which acquire the location information at regular time intervals then, store and manage have been studied. In this paper, we suggest tracking data management techniques using topology that is corresponding to the moving path of moving object. In our techniques, we update the MODBMS when moving object arrived at a street intersection or a curved road which is represented as the node in topology and predict the location at past and future with attribute of topology and linear function. In this technique, location data that are corresponding to the node in topology are stored, thus reduce the number of update and amount of data. Also in case predicting the location,because topology are used as well as existing location information, accuracy for prediction is increased than applying linear function or spline function.