Dynamic response of a pile considering the interaction of pile variable cross section with the surrounding layered soil

Assuming that the pile variable cross section interacts with the surrounding soil in the same way as the pile toe does with the bearing stratus, the interaction of pile variable cross section with the surrounding soil is represented by a Voigt model, which consists of a spring and a damper connected in parallel, and the spring constant and damper coefficient are derived. Thus, a more rigid pile–soil interaction model is proposed. The surrounding soil layers are modeled as axisymmetric continuum in which its vertical displacements are taken into account and the pile is assumed to be a Rayleigh–Love rod with material damping. Allowing for soil properties and pile defects, the pile–soil system is divided into several layers. By means of Laplace transform, the governing equations of soil layers are solved in frequency domain, and a new relationship linking the impedance functions at the variable‐section interface between the adjacent pile segments is derived using a Heaviside step function, which is called amended impedance function transfer method. On this basis, the impedance function at pile top is derived by amended impedance function transfer method proposed in this paper. Then, the velocity response at pile top can be obtained by means of inverse Fourier transform and convolution theorem. The effects of pile–soil system parameters are studied, and some conclusions are proposed. Then, an engineering example is given to confirm the rationality of the solution proposed in this paper. Copyright © 2017 John Wiley & Sons, Ltd.     

基于VBA的断面图绘制程序的实现

断面测量作为城市测量工作中的重要组成部分,其在市政设计及施工中起着重要作用。断面图作为断面测量工作提交给客户的重要成果资料,占有较大比重。断面图的绘制一般都有业主单位的特殊要求,绘制过程较为复杂,工作量较大。本文从实际工作出发,分析断面图绘制中可以提高效率的部分工作,并设计和编写程序以提高工作效率。     

新疆阿希地区大哈拉军山组火山岩金元素地球化学特征及其成矿关系

阿希地区下石炭统大哈拉军山组４个岩性段均由中酸性火山岩组成。各岩性段火山岩的金元素岩石－地球化学特征有着显著差异，与金矿成矿关系不尽相同。其中的酸性凝灰岩段金元素平均值１１０．６×１０－９，最高值１８０００×１０－９，浓集克拉克值２８，标准离差２２８，变异系数２．０６。该岩性段是阿希地区各种类型金矿的重要矿源层。     

机载Lidar技术在高速公路勘测中的应用

机载Lidar系统主要由激光发射系统、POS系统、CCD相机、计算机及存储设备等组成,能够快速获取高精度的地面点三维坐标信息以及影像数据,利用Terrasolid软件能够生产DEM、DOM及DLG产品。本文结合文莱高速公路项目详细阐述了机载Lidar系统在高速公路勘测中的应用。     

钢纤维高强混凝土框架边节点梁的曲率延性

进行了9个钢纤维高强混凝土框架边节点的抗震试验.通过测试钢纤维高强混凝土框架边节点梁端的荷载-变形滞回曲线和梁相关截面的横向变形,研究了钢纤维体积率、掺加范围和轴压比等因素对高强混凝土框架边节点梁截面曲率延性和滞回曲线的影响.结果表明,钢纤维能改善高强混凝土框架边节点梁截面延性,显著提高高强混凝土框架节点的抗震延性和耗能能力,对解决节点箍筋密集、改善施工条件具有明显效果.     

辽宁建昌玲珑塔地区中侏罗世地层与化石初步报道

辽西建昌县玲珑塔地区出露一套火山岩所夹的沉积地层, 富含叶肢介、介形类、双壳类、鱼、昆虫、脊椎动物和植物等化石。经区域地层研究, 结合对玲珑塔大西山地质剖面实测以及对该剖面新近所采集的各门类化石的综合研究, 确认此套沉积地层位于义县组之下, 属髫髻山组, 化石显示“燕辽生物群”面貌, 时代为中侏罗世。     

北京石花洞第四纪钟乳石剖面的年代学研究

北京石花洞位于房山花岗岩体边缘向形带的东北扬起端,与北京猿人遗址南北相望。地层为460Ma前形成的中奥陶统马家沟组石灰岩,洞穴大形态从25Ma前的上新世开始形成,洞内钟乳石从0.37Ma前的中更新世开始形成。在中国岩溶洞穴中,北京石花洞的层数最多,洞穴钟乳石种类齐全,裂隙渗透水沉积的石盾多、体积大,滴水沉积的石笋叠置关系明显,池水沉积的月奶石发育好,全新世石笋微层理发育清晰。该洞的大形态反映了北京西山新构造运动的期次,可以同华北地文期和永定河阶地对比,洞内钟乳石记录了中更新世以来北京西山古环境的变化,可以建立第四纪剖面,与周口店洞穴群碎屑沉积物剖面进行对比。钙板的铀系年龄为334.99～366.74ka,可定名钙板组。粗犷石笋的铀系年龄为169～235ka,粗犷石笋的电子自旋共振年龄为130～518ka,为中更新世沉积,可定名云水洞组。杆状石笋的铀系年龄为14.9±2.1～100.3±11.1ka,为晚更新世沉积,可定名石花洞组。在全新世石笋中,微层与微层之间存在厚约1μm的条带状纹线,是划分微层层数的标志,具有微层理的石笋14C年龄为为0.58～2.50ka,AMS14C年龄为为130±100～670±130a,可定名守备支洞组。     

Cyclic tests on large‐scale models of existing bridge piers with rectangular hollow cross‐section

Cyclic tests on two large‐scale models of existing bridge piers with rectangular hollow cross‐section were performed in the ELSA laboratory. The prototype structure is an existing reinforced concrete highway bridge constructed in Austria in 1975. The piers presented several seismic deficiencies and consequently they showed poor hysteretic behaviour and limited deformation capacity as well as undesirable failure modes that do not comply with the requirements of modern codes for seismic‐resistant structures. Experimental data are compared to numerical and empirical predictions. Copyright © 2003 John Wiley & Sons, Ltd.     

在数字化地形图中图摘纵横断图形

对传统纸质图摘纵横断数据采集的一般流程进行分析,从相关步骤环节入手,分析缺点。编写的图摘纵横断软件对步骤环节进行改进,作业人员完成对数字化电子地形图中图摘纵横断的数据采集过程,从而完成了传统纸质图摘纵横断数据采集的成果要求,同时进一步提供了为检验人员对数据的完整性、正确性加以核对的便利性。通过作业人员的实践,取得了良好的效果。     

关于频率电磁测深几个问题的探讨(二)——频率电磁测深探测深度的几个问题分析

分析了天然源频率电磁测深(MT/AMT)及人工源频率电磁测深(FEM/CSAMT)的探测深度及评估方法。人工源频率电磁测深在观测点侧面有发射源,分析其探测深度的有关问题比较复杂,除受地电断面和发射频率的影响外,收-发距(偏移距)的作用很大。考虑实际应用,在探测对象已定和仪器频率范围已知情况下,通过模拟计算研究了偏移距对探测深度的影响。将偏移距和频率、地电断面参数同时考虑,综合反映出场区对探测深度的影响,通过模拟计算出典型频率电磁测深曲线。曲线特征说明:近区场仅能做几何测深,只有满足远区或中区(过渡区)的条件才能实现频率电磁测深。人工源频率电磁测深探测深度的影响因素较天然源频率电磁测深多了偏移距的作用,其深度评估式应是经验的。所阐述的频率电磁测深的探测深度及评估方法是偏重理论的,并以此指导施工设计或作半定量解释;要更准确得出频率电磁测深的探测深度应通过正确的反演解释。