Analysis of water seepage in a pavement system using the particulate approach     

Kalyani Jeyisanker  Manjriker Gunaratne 《Computers and Geotechnics》2009

A particulate model has been developed to analyze the effects of transient and steady state seepage of water through a randomly-packed coarse-grained soil as an alternative to conventional seepage analysis based on continuum models. In this model, the soil skeleton and the pore water are volumetrically coupled in the transient and steady-state conditions. The concept of relative density has been used to define different compaction levels of the soil layers forming a pavement filter system and observe the seepage response to compaction. First, Monte–Carlo simulation is used to randomly pack discrete spherical particles from a specified particle size distribution (PSD) to achieve a desired relative density based on the theoretical minimum and maximum void ratios. Then, a water pressure gradient is applied across one two-layer unit to trigger water seepage. The interstitial pore water motion is idealized using Navier–Stokes (NS) equations with provision to incorporate the drag forces acting between the pore fluid and soil particles. The NS equations are discretized using finite differences and applied to discrete elements in a staggered, structured grid. The model predicted hydraulic conductivities are validated using widely used equations.  相似文献   

考虑预应力损失桩-锚结构内力计算的加权残值法     

陈昌富  曾松林  刘一俊 《岩土力学》2018,39(12):4569-4576

针对已有锚索抗滑桩计算模型的不足,按锚索抗滑桩实际的受力过程,考虑了施工阶段锚索预应力的损失及桩体位移对桩锚协调方程的影响,分别在预应力施加和滑坡推力作用阶段建立计算模型,并基于加权残值法建立了锚索抗滑桩的内力与变形计算方法。同时,基于Matlab平台编制了锚索抗滑桩的计算程序,将该程序对已有的工程实例进行分析,并与现有的桩锚计算模型进行对比,结果表明,该模型能很好地体现锚索抗滑桩在预应力施加阶段主动受力这一特殊过程对桩锚位移协调方程的影响,且能考虑下排锚索施工对上排锚索造成的预应力损失;而且与现有的计算模型相比,本模型更加符合工程实际。  相似文献   

Column restraint in post‐tensioned self‐centering moment frames     

Chung‐Che Chou  Jun‐Hen Chen 《地震工程与结构动力学》2010,39(7):751-774

Gaps between beam‐to‐column interfaces in a post‐tensioned (PT) self‐centering frame with more than one column are constrained by columns, which causes beam compression force different from the applied PT force. This study proposes an analytical method for evaluating column bending stiffness and beam compression force by modeling column deformation according to gap‐openings at all stories. The predicted compression forces in the beams are validated by a cyclic analysis of a three‐story PT frame and by cyclic tests of a full‐scale, two‐bay by first‐story PT frame, which represents a substructure of the three‐story PT frame. The proposed method shows that compared with the strand tensile force, the beam compression force is increased at the 1st story but is decreased at the 2nd and 3rd stories due to column deformation compatibility. The PT frame tests show that the proposed method reasonably predicts beam compression force and strand force and that the beam compression force is 2 and 60% larger than the strand force with respect to a minor restraint and a pin‐supported boundary condition, respectively, at the tops of the columns. Therefore, the earlier method using a pin‐supported boundary condition at upper story columns represents an upper bound of the effect and is shown to be overly conservative for cases where a structure responds primarily in its first mode. The proposed method allows for more accurate prediction of the column restraint effects for structures that respond in a pre‐determined mode shape which is more typical of low and mid‐rise structures. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

用逐次面积矩法解简单超静定梁     

胡庆陪 《广东海洋大学学报》1990,(1)

本文用逐次面积矩法解超静定梁。这是一种简单的方法,只要画出多余未知力的单位弯矩图,计算出它的面积,一次矩,二次矩,三次矩,然后按照梁上的载荷建立变形协调方程,多余未知力即可算出。  相似文献   

桩式复合地基承载特性的研究   总被引：8，自引：1，他引：7  

娄国充 《岩土力学》1998,19(1):70-74

以桩式复合地基为对象,将复合地基视为由垫层、桩和桩间土所组成的一个工作体系,考虑其各部分的工作特性及其相互影响,分析研究了复合地基的受荷机理,影响桩土应力比和复合地基承载力的诸多因素等。  相似文献   

羧甲基壳聚糖与表面活性剂的相互作用   总被引：1，自引：1，他引：1  

隋卫平  陈国华  杨爽  王宗春 《中国海洋大学学报(自然科学版)》2001,31(2):263-268

作者从配伍稳定性、表面张力、粘度等方面研究羧甲基壳聚糖 (CMCHS)与四种典型类型表面活性剂的相互作用情况。研究显示 ,羧甲基壳聚糖与阴离子表面活性剂 SDS、非离子表面活性剂 Triton X- 10 0、两性表面活性剂 C12 BE配伍稳定性较好 ,而与阳离子表面活性剂 CTAB及C16Py Br复配时则在一定的浓度区会产生沉淀。羧甲基壳聚糖可使 SDS表面活性升高 ,而 SDS则使羧甲基壳聚糖比浓粘度下降 ;CTAB可与羧甲基壳聚糖形成复合物 ,从而使表面张力曲线产生两个转折点 ,即使在沉淀区仍有较好的表面活性 ,而溶液的比浓粘度则大幅度下降 ;Triton X- 10 0和 C12 BE与羧甲基壳聚糖的相互作用不很明显  相似文献   

Separable and partially separable systems in the light of the inverse problem of dynamics     

FranÇois Puel 《Celestial Mechanics and Dynamical Astronomy》1995,63(1):41-57

Using a generalization of Joukovsky's formula, we determine three-dimensional families of curves that are orbits only in separable potentials and we note the importance of iso-energetic families of orbits. We also obtain more general families that are orbits of partially separable systems and we examine from this point of view the classical curvilinear coordinate systems.  相似文献   

A metaheuristic approach for efficient and effective sketch-to-metric map alignment     

Malumbo Chaka Chipofya  Carl Schultz  Angela Schwering 《International journal of geographical information science》2016,30(2):405-425

Sketching as a natural mode for human communication and creative processes presents opportunities for improving human–computer interaction in geospatial information systems. However, to use a sketch map as user input, it must be localized within the underlying spatial data set of the information system, the base metric map. This can be achieved by a matching process called qualitative map alignment in which qualitative spatial representations of the two input maps are used to establish correspondences between each sketched object and one or more objects in the metric map. The challenge is that, to the best of our knowledge, no method for matching qualitative spatial representations suggested so far is applicable in realistic scenarios due to excessively long runtimes, incorrect algorithm design or the inability to use more than one spatial aspect at a time. We address these challenges with a metaheuristic algorithm which uses novel data structures to match qualitative spatial representations of a pair of maps. We present the design, data structures and performance evaluation of the algorithm using real-world sketch and metric maps as well as on synthetic data. Our algorithm is novel in two main aspects. Firstly, it employs a novel system of matrices known as local compatibility matrices, which facilitate the computation of estimates for the future size of a partial alignment and allow several types of constraints to be used at the same time. Secondly, the heuristic it computes has a higher accuracy than the state-of-the-art heuristic for this task, yet requires less computation. Our algorithm is also a general method for matching labelled graphs, a special case of which is the one involving complete graphs whose edges are labelled with spatial relations. The results of our evaluation demonstrate practical runtime performance and high solution quality.  相似文献   

GNSS互操作若干问题   总被引：1，自引：0，他引：1  

杨元喜  陆明泉  韩春好 《测绘学报》2016,45(3):253-259

GNSS兼容与互操作是国际卫星导航领域的热点议题,也是用户实现多系统融合导航必须具备的条件。本文首先介绍了兼容与互操作的基本概念;简要分析了多GNSS系统互操作的基本趋势及GNSS4大核心系统信号互操作的现状;分析了现有北斗卫星导航系统(BDS)在信号互操作方面存在的问题,指出其对用户接收机制造商和多GNSS用户的影响;分析了坐标基准和坐标框架在互操作方面存在的问题及其可能带来的影响,指出坐标系统的实现、维持甚至更新策略带来的误差都可能给多GNSS互操作及导航定位结果带来影响;讨论了时间基准互操作存在的问题,以及可能的解决措施。最后归纳了本文的主要结论。  相似文献   

深层搅拌桩弥补钻孔灌注桩承载力不足的尝试     

袁从华  章光 《岩土力学》2003,24(6):1045-1048

针对某工程钻孔灌注桩的单桩进行静、动试验,对单桩极限承载力不能满足设计要求进行了分析。提出了用柔性深层搅拌桩弥补刚性灌注桩承载力不足的处理措施,对刚、柔性桩受力和变形协调性进行了分析,并使二者共同作用。处理结果表明：这种方法既经济,又便于施工,能完全达到设计要求,对类似地基事故处理具有参考作用。  相似文献