Soil resistances for laterally loaded rigid piles in multi-layered elastic soil

ABSTRACT

Short stubby piles like monopiles and large diameter drilled shafts undergo rigid body translation and rotation when subjected to a lateral force and/or a moment at the head. A method of analysis for these piles embedded in multi-layered elastic soil is developed using the variational principles of mechanics. Using this analysis, the soil resistance against pile movement can be rigorously related to the soil elastic constants, and the pile head displacement and rotation can be quickly calculated. The equilibrium equations for pile and soil displacements are obtained using the principle of virtual work and solved using an iterative algorithm. Pile responses obtained from the analysis match well with those obtained from three-dimensional finite element analyses in which the same inputs of loads, geometry, and material properties are given. Based on the new analysis, fitted equations for soil resistance parameters are developed, which can be used to directly calculate the pile head displacement and rotation without the use of the iterative algorithm. Numerical examples are provided that demonstrate how the method can be used to analyse practical problems.     

基于分数阶导数的非定常蠕变本构模型研究

针对锦屏二级水电站深埋长大隧洞围岩在开挖过程中呈现明显的流变劣化特征,基于分数阶微积分理论,用Abel黏壶替换西原模型中的牛顿黏壶,推导出基于分数阶导数的蠕变本构方程,同时考虑岩石在蠕变过程中,尤其是所受应力超过其长期强度时,蠕变参数是非定常的特征,把蠕变参数的非定常性引入本构方程中,建立了基于分数阶导数的非定常蠕变本构模型。结合锦屏二级水电站引水隧洞主要围岩之一的大理岩的室内剪切蠕变试验的结果,对模型中的参数进行反演,结果表明,基于分数阶导数的非定常蠕变本构模型能够在蠕变初期和拐点处与试验结果很好地吻合,并且可以克服西原模型不能反映蠕变第3阶段的不足。通过对模型中参数的敏感性进行分析,得出分数阶阶数、非定常参数对岩石蠕变的影响规律。研究结果表明,提出的基于分数阶导数的非定常蠕变模型能够很好地反映大理岩的蠕变全过程。     

综合小波分析与分形方法进行弱磁异常识别

利用小波分析塔式算法对单一分形模型数据进行处理,结合"随机共振"理论,对高精度弱磁异常中的噪声和误差进行有效的分析评价,依据趋势分析方法获得的剩余磁异常,提出"加窗移动"最小二乘方法对应用非整数阶微积分的布郎运动正态随机行走进行控制,为高精度弱磁异常的有效识别提供有益的指导.     

Modeling spatiotemporal topological relationships between moving object trajectories along road networks based on region connection calculus

Considering the attempts to model spatiotemporal topological relationships between moving object trajectories, the conceptual and computational framework for moving objects along a road network has not received much attention. This paper aims to draw an improved model based on Region Connection Calculus (RCC) theory to represent the spatiotemporal topological relationships between moving object trajectories along road networks. This paper first uses a dimension reduction method based on a linear-reference transformation to model the moving object trajectories segments, and then defines new time–connection and space–connection relations between two trajectory segments. On this basis, the paper proposes an extension to the RCC-based spatiotemporal binary relationship set so that the combined semantics of the spatiotemporal predicates can be described completely. A case study was carried out using Floating Car Data in Guangzhou city. The computational results show that in a real application, the occurrence frequencies of the RCC-based binary relationships are distributed nonuniformly and the semantics of some binary relationships with the highest occurrence are coarse. Therefore, the partition of the spatiotemporal connection relations and the finer aspects of the spatiotemporal relationship model may require further research work.     

Upper bound limit analysis of uplift failure in pressurized sealed rock tunnels

The rock around tunnels used for gas storage is subject to high pressures, reaching 30 MPa in the case of compressed air energy storage. Uplift failure of the overlaying rock mass up to the surface represents the main hazard scenario in such cases. The present paper investigates this problem by using the upper bound theorem of limit analysis assuming a continuum rock mass model obeying the Mohr Coulomb failure criterion with tension cut‐off. Tools of the calculus of variations are used to assess the geometry of the failure surface. The effects of geometrical and geotechnical parameters on uplift pressure are analyzed systematically. Charts are then provided, which enable a quick estimation of the upper bound of uplift pressure across a wide range of geotechnical and geometrical conditions.     

神农架松柏镇水文地球化学研究

近年来，神农架松柏镇居民的结石病时有发生．并有增长的势头。为了解地质环境尤其是饮用水对病患的影响，笔者现场对患病情况以及各种水源(包括河水、泉水、自来水)的来源、化学组成和放射性进行了调查，运用水质常规方法和原子吸收光谱分别测定了离子和微量元素。同时，与地质环境类似的木鱼镇进行了对比调查。研究结果显示，两地地表水、地下水的各种指标均未超出“生活饮用水水源水质卫生标准”。(CJ3020-93)，且松柏镇水体中的放射性(γ射线)低于木鱼镇，而居民的患病率却远高于木鱼镇，可见松柏镇的水环境与居民的结石病无直接关系。     

Hydrogeochemical Characteristics of Shennongjia Forest District at Songbai Town, Hubei

1IntroductionSongbaiTown—thecapitaloftheShengnongjiaforestdistrictisthecenteroflocalpolitics,eco nomicsandculture ,anditisalsoanimportanttourismbase.Butinrecentyears,thelocalinhabi tantsinthisareahavesufferedfromcalculusdiseaseoccasionallyandthediseaseseemstobeofmoreandmorefrequentoccurrence .Thisnotonlycausesmasspanicandinfluencesnormalworkandstudyofthelocalpeople ,butalsobringsaboutnegativeeffectsontouristindustryofthisareaandrestrictsthedevelopmentoflocaleconomy .Inordertounderstandthesta…     

具有分数Kelvin模型的粘弹性岩体中水平圆形硐室的变形特性

在忽略体积变形的情况下进行水平图形硐室变形特性研究,建议采用分数代数Kelvin本构关系模拟岩体的粘弹性,提出了一种分析粘弹性岩体中水平圆形硐室变形特性的新思路,讨论了硐室位移及应变随时间变化的规律并与经典的Kelvin模型进行了比较。从分析的结果表明,分数代数能很好地模拟出粘弹性体松驰特性,通过改变分数代数的阶数又可以模拟各种粘弹性岩体、比经典粘弹性模型具有更大的适用范围。     

基于分数阶滤波器的遥感图像处理

在研究分数阶微积分的基础上,提出了一种基于WLS误差准则的滤波方法,该滤波器的系数可通过调节其阶次来改变; 给出了该滤波器的原理,分析了其幅频特性.通过用Riemann-Liouville定义验证,并将此滤波器运用于遥感图像处理,结果表明,该方法在抗干扰和提取更多细节方面取得了很好的平衡,具有较好的滤波效果.     

一次夏季雷暴天气过程中闪电活动特征分析

利用探空资料、多普勒天气雷达和闪电定位仪数据,分析了2009年7月30日发生在南京地区一次雷暴天气过程的雷达及闪电数据时空演变特征。结果表明：对流有效位能Ecap比起K指数（IK）等对于对流潜势预报具有更明显的指示作用,0 ℃层和-10 ℃层高度的降低有利于雷暴云的雷电活动;整个过程以负闪为主导,闪电强度越大,闪电频数也越高,每次闪电峰值后,都对应一次谷值;闪电数据与多普勒天气雷达回波叠加后分析发现,回波的生消演变对应着闪电频数和强度的生消演变,负闪主要落在强回波中心区域,正闪零星分布于回波强度梯度较大的区域;雷达径向速度图像特征变化更能揭示闪电发生发展的机制,逆风区对应雷暴中心区域,不仅是强降水的中心区也是闪电的中心区,对逆风区的识别监测能够更好的指导雷暴预警报工作;利用雷达数据计算的云底动能施力参量,能够很好的描述支持闪电起电的热动力特征,云底动能施力对雷电增长的贡献有一段持续传输过程,该参量峰值比频闪峰值和强度峰值都约有0.5 h的提前量。