Analytical solutions of linear finite‐ and small‐strain one‐dimensional consolidation     

P. H. Morris 《国际地质力学数值与分析法杂志》2005,29(2):127-140

Analytical solutions are presented for linear finite‐strain one‐dimensional consolidation of initially unconsolidated soil layers with surcharge loading for both one‐ and two‐way drainage. These solutions complement earlier solutions for initially unconsolidated soil layers without surcharge and initially normally consolidated soil layers with surcharge. Small‐strain solutions for the consolidation of initially unconsolidated soil layers with surcharge loading are also presented, and the relationship between the earlier solutions for initially unconsolidated soil without surcharge and the corresponding small‐strain solutions, which was not addressed in the earlier work, is clarified. The new solutions for initially unconsolidated soil with surcharge loading can be applied to the analysis of low stress consolidation tests and to the partial validation of numerical solutions of non‐linear finite‐strain consolidation. They also clarify a formerly perplexing aspect of finite‐strain solution charts first noted in numerical solutions. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Numerical modelling of the driving response of thin‐walled open‐ended piles     

D. S. Liyanapathirana  A. J. Deeks  M. F. Randolph 《国际地质力学数值与分析法杂志》2001,25(9):933-953

The driving response of thin‐walled open‐ended piles is studied using numerical simulation of the wave propagation inside the soil plug and the pile. An elastic finite element analysis is carried out to identify the stress wave propagation in the vicinity of the pile toe. It is found that the shear stress wave has the highest magnitude above the bottom of the soil plug. Below the bottom of the soil plug, the vertical stress wave has the highest magnitude. Although the shear stress wave propagating in the radial direction is similar in magnitude to the vertical stress wave at the bottom of the soil plug, it decays rapidly while travelling downwards. The highest vertical stress at the bottom of the soil plug appears after the vertical stress wave interacts with the shear stress wave travelling in the radial direction. Initially, the vertical stress wave propagates with the dilation wave velocity in both the radial and vertical directions. After it interacts with the shear stress wave, the vertical stress wave starts to propagate with the shear wave velocity in the radial direction and with the axial wave velocity downwards. It is concluded that at the bottom of the soil plug, the interaction between the waves travelling in radial and vertical directions is important. The capabilities of several one‐dimensional pile‐in‐pile models to reproduce the driving response given by a two‐dimensional axisymmetric finite element model is studied. It is seen that when the base of the soil plug fails, a one‐dimensional pile‐in‐pile model can be used to achieve results in agreement with the finite element model. However, when the pile is unplugged, where the base of the soil plug does not fail, a reduced finite element mesh that permits the radial wave propagation inside the soil plug must be used. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Distinguishing Carbonate Reservoir Pore Facies with Nuclear Magnetic Resonance Measurements   总被引：1，自引：0，他引：1  

Coralie Genty  Jerry L. Jensen  Wayne M. Ahr 《Natural Resources Research》2007,16(1):45-54

  Characterization of carbonate rocks may involve identifying the important pore types which are present. In the past, this task has required detailed petrographic analysis of many core samples. Here, we describe a method which uses nuclear magnetic resonance (NMR) measurements to reduce the amount of petrographic analysis needed for porosity typing of carbonate reservoir rocks. For a rock sample which has been measured with NMR, our method decomposes the log(T₂) spectrum into at most three Gaussian-shaped components and gives a set of nine parameters. Two characteristic quantities having geological significance are extracted from the nine parameters. Values of the two quantities are compared with a reference set, established from samples having both NMR and petrographic evaluations of porosity types. We use a Bayesian approach to the classification of the dominant porosity type. Tests of our method on 103 samples show a correct prediction in 60 to 90 percent of the samples. The lower success rate was obtained for samples with five porosity types from three fields; the higher success rate obtained with samples with three porosity types from one well. The use of geologically significant quantities extracted from the decomposition gives comparable success rate to those obtained using a standard, non-geological approach such as canonical variates.  相似文献   

江西城门山铜矿地质特征及矿床成因   总被引：7，自引：1，他引：7  

罗建安  杨国才 《矿产与地质》2007,21(3):284-288

江西城门山铜矿床的形成与长山-城门湖背斜和NEE向、NW向、NNE向三组断裂有关,矿床主要产于燕山期花岗闪长斑岩与石炭系、二叠系、三叠系碳酸盐岩的接触带上,部分矿体产于花岗闪长斑岩中.成矿物质具有多源、深源性.矿床为似层状、豆荚状、透镜状、带状及席状.通过对矿体形态、矿石组成、矿石结构构造、围岩蚀变等矿床特征的研究,进一步分析了矿床的成因.其结果认为,城门山铜矿床为燕山早期晚阶段及晚期早阶段中酸性钙碱系列岩浆的多次上侵作用形成的矽卡岩型、块状硫化物型、斑岩型“三位一体”的铜矿床,为岩浆期后中低温热液矿床.  相似文献   

边角后方交会的精度分析及布设方案选择   总被引：8，自引：2，他引：6  

李全信 《测绘工程》2000,9(3):48-52

在推出边角后方会简捷精度估算式的基础上,分析并给出了待定点较优的选择区域,还讨论了其解的多值性问题及实质,针对边角后方交会应用中有较严格的布点限制,提出了双边单角后方交会的布设方案;文中给出了其点位与精度计算的固定公式,并附有实例难证。  相似文献   

矿井电穿透法一维正演数值模拟   总被引：1，自引：1，他引：0  

韩德品  石亚丁  刘青雯 《煤田地质与勘探》2001,29(1):52-54

通过研究工作面两巷道间电穿透建场理论和一维正演数值模拟,结果表明6种电穿透技术对工作面顶底板内的电性变化特别敏感,而对工作面煤层内部的电性变化反应不敏感。为该方法探测工作面顶底板内的含水、导水构造提供了理论依据。   相似文献   

双层饱和软土地基一维大应变固结研究   总被引：5，自引：0，他引：5  

郑辉  谢康和  杨晓强 《岩土力学》2004,25(11):1770-1774

研究了双层软土地基一维非线性大应变固结问题,同时考虑了土体受沉积作用影响的自重分布以及渗透性在固结过程中的变化等因素。对此复杂问题,利用半解析法进行了求解。通过与已有的大应变固结解析解对比,检验了半解析法在大应变固结分析中的有效性。最后较为详细地分析了双层软土地基一维大应变固结性状,并与相应条件下的小应变固结作了比较。  相似文献   

全球遥感数据剖分组织的GeoSOT网格应用   总被引：1，自引：0，他引：1  

宋树华  程承旗  濮国梁  安丰光  罗旭 《测绘学报》2014,43(8):869-876

针对目前不同部门按自身行业特点采用不同数据网格的问题,为了寻求更适合与现有测绘数据组织体系兼容的遥感数据组织网格,本文分析了Worldwind、Google Earth、Google Maps、Bing Maps、天地图、GeoSOT网格和国家地形图图幅等数据网格,理论证明了GeoSOT网格与国家地形图图幅和其他网格具有很好的同构性,有利于与传统测绘数据的继承,适合作为全球遥感数据统一组织与管理网格。同时,在不改变现有数据组织体系的前提下,提出了基于GeoSOT全球遥感数据“虚拟一张网”的数据组织模型和数据整合方法。最后通过试验证明,基于GeoSOT遥感影像“虚拟一张网”的数据组织可有效提高遥感数据整合效率。  相似文献   

中国区域地质志空间数据库结构设计     

范本贤  张庆合  剧远景  韩坤英  姜兰  王振洋  庞健峰  王丽亚  丁伟翠 《地球信息科学学报》2011,13(6):720-726

在MapGIS平台上,采用关系数据库模型以及统一的系统库,设计了中国区域地质志中各类专业图数据库图层命名的原则,各类要素编码的方法,各类属性表的内容、结构,开发了数据库管理系统和一系列辅助软件,在提高建设数据库的效率和保证数据库质量精确的同时,实现了数据库系统用户访问、数据共享、数据查询等多种功能.中国区域地质志系列图...  相似文献   

“一联三生”体系下粤港澳大湾区智慧城市群的构建     

杨尧  赵耀龙  王彬 《地球信息科学学报》2022,24(6):1073-1086

自1978年以来,我国城镇化经历了外延粗放扩张式的快速发展模式,不具有可持续性。城市群作为推进后城镇化发展阶段的主体形态,其智慧化建设成为重要的研究内容。但智慧城市群建设如果缺乏理论指导,会陷入一定的盲目性。因此,本文力图通过对城市的“智慧”和城市群的空间概念体系的本质认知,构建“互联互通、生产、生活、生态”（简称为“一联三生”）体系下的智慧城市群理论框架。结果表明：① 智慧城市与智慧城市群的建设需要“命运共同体”的灵魂引领。在对心理学领域“智慧”充分认知的基础上,提出“以人为本的自主调节”的智慧城市灵魂。自主调节包括实时的智慧感知、智慧评估和智慧优化;② “一联三生”构成城市群空间概念体系,包含“一联”和“三生”等4个主题内容;③ 实现“一联三生”的智慧感知、智慧评估和智慧优化是智慧城市群构建的核心内容。结合粤港澳大湾区实际,提出了粤港澳大湾区智慧城市群的建设目标与内容,并探讨了地理空间信息在粤港澳大湾区智慧城市群建设中的支撑作用,为我国智慧城市群的框架构建提供理论参考。  相似文献