The Effect of Stabilizing Piles on a Self-Supported Earth-Retaining Wall

The behavior of a self-supported earth-retaining wall with stabilizing piles was investigated using a numerical study and field tests in urban excavations. Special attention is given to the reduction of lateral earth pressures acting on a retaining wall with stabilizing piles. Field tests at two sites were performed to verify the performance of the instrumented retaining wall with stabilizing piles. A number of 3D numerical analyses were carried out on the self-supported earth-retaining wall with stabilizing piles to assess the results stemming from wide variations of influencing parameters such as the soil condition, the pile spacing, the distance between the front pile and the rear pile, and the embedded depth. Based on the results of the parametric study, the maximum horizontal displacement and the maximum bending moment are significantly decreased when the retaining wall with stabilizing piles is used. In engineering practice, reducing the pile spacing and increasing the distance between the front pile and the rear pile can effectively improve the stability of the self-supported earth-retaining wall with stabilizing piles.     

A Model Test on the Behavior of a Static Drill Rooted Nodular Pile Under Compression

A static drill rooted nodular pile is a new type of composite pile foundation with high bearing capacity, and mud emissions can be largely reduced using the static drill rooted method. This report presents a model test on the behavior of this composite pile in a test box. The load-displacement response, axial force, skin friction, and mobilized base load are discussed in the report; in particular, the force in the cemented soil was investigated based on the measured data. Moreover, the finite element software ABAQUS was used to help investigate this behavior more thoroughly. It was determined that the function of the cemented soil around the pile shaft was different from that at the enlarged pile base; the stress in the cemented soil around the shaft increased suddenly when nearing the pile base; the ultimate skin friction obtained in the model test was larger than that estimated in the field test; and the relative displacement between the precast nodular pile and the cemented soil could be ignored during the loading process, which corresponded to the result of the field test and demonstrated that the nodular pile and cemented soil act as one entity during the loading process.     

新型膨大管柱堵漏工具的研究与试制

为了提高钻遇断层、大裂缝、溶洞及流水溶洞情况发生的失返性漏失堵漏的成功率,研制了一种新型膨大管柱堵漏工具。该工具直接送达漏层,使堵漏材料在受限空间内凝固,并在井眼轨迹穿过的通道上建立所需体积和强度的堵塞,从而解决失返性漏失问题。介绍了该堵漏工具的结构组成、选材、制造工艺和使用方法。     

潜水钻机在粘性土中的成孔技术

沿海地区第四系覆盖层,上部软土地层主要为粘性土。钻孔灌注桩在釆用潜水钻机成孔过程中,上部软粘土对成孔质量和最终成桩质量的影响都很大。潜水钻机成孔过程中出现的质量问题主要有桩顶冒水、桩身夹泥、缩径、露筋、糊钻、成孔垂直度差等,分析了产生这些质量问题的原因。总结潜水钻机在粘土中成孔控制的技术要点,包括施工准备阶段、施工阶段、清孔阶段的控制,以及其他措施。     

长螺旋钻机在粘性坚硬地层中的应用探讨

以许昌市三国大剧院桩基工程为例,从普通长螺旋钻机、液压动力头钻机、利用变频技术的高自重大扭矩动力头钻机在坚硬地层钻进中遇到的问题和应对措施等几方面,论述了各款型长螺旋钻机对地层的适应性,为以后类似工程施工选择施工机械提供参考。     

旋挖成孔灌注桩后注浆工艺在成都京东方桩基工程中的应用

旋挖成孔灌注桩以其适用范围广、施工速度快等优点在工程领域中得到广泛应用,但也因其沉渣难以控制、在大直径卵石地区施工不便等因素使其发展受到制约。根据成都京东方桩基工程实例,首先分析了湿法作业下旋挖成孔灌注桩后注浆工艺的施工技术要点,进而对后注浆工艺的注浆量、注浆压力、泥浆用量进行总结,最后,对桩端沉渣控制、填方地段施工工艺等工程问题的处理提出建议措施。     

强渗漏与坚硬岩层组合条件下旋挖钻机施工工法研究

通过对强渗漏与坚硬岩层组合条件下桩基工程旋挖钻机施工技术的探索,总结出高压旋喷防渗漏与旋挖钻机牙轮筒钻和截齿取心筒钻交叉钻进入岩联合成孔施工工法,并在工程中成功应用。在处理大直径入坚硬岩层钻孔灌注桩方面效果明显,技术先进,有明显的社会效益和经济效益。     

基于GPU的三维地下管网实时构建与可视化

城市地下管网是城市地下空间表达不可或缺的一部分。然而,传统基于CPU的大规模地下管线实时建模再送入显卡进行绘制的模式,效率非常低,并且在管线精细建模时,绘制帧率往往达不到实时渲染的需求。对此,本文提出了一种基于GPU的三维地下管网实时构建与可视化策略,该策略以传统二维矢量管线为数据基础,对CPU端进行实时切块,把需要实时构建的管网的管径和管线节点坐标传入GPU,利用GPU提供的几何着色器完成顶点坐标的计算、管线顶点数据自动生成及管线三角网的自动构建。实验结果表明,该策略能够在保证管网拟合逼真度的基础上达到实时构建及多尺度的表达。     

浅谈城市地下管网的三维建模及应用

本文简要介绍了地下管网三维可视化的必要性,并通过镇江新区(大港)地下管线的三维建模,简述了三维仿真管线系统在城市规划建设管理中的应用。     

基于智慧管网的高性能通信前置系统的研究与应用

针对在智慧管网环境下,大量多元化智能终端设备或传感设备接入前置机时,如何统一入口进行海量数据的高效能通信,提出了一种可行的解决方案。依据该方案开发的智慧管网通信前置系统,可以实现多台前置机高效协同通信与负载均衡,能实时获取海量的城市管线设施传感数据,是一种通信能力可扩展的高性能通信前置系统。