沥青混凝土热铺层厚度测量仪设计

针对在公路养护与沥青混凝土路面摊铺过程中,沥青混凝土的厚度控制对施工成本、路面平整度、路面质量及验收结果的影响,设计了一种能够精确测量沥青混凝土热铺层厚度的实用新型厚度测量仪,克服了目前公路工程施工中沥青混凝土热铺层厚度测量技术中的缺点与不足     

Assessment of the volume of fluid method for free-surface wave flow

This study was concerned with the free-surface wave flow around a surface-piercing foil. The volume of fluid method implemented in a Navier–Stokes computational fluid dynamics code was employed. Three widely used discretization schemes for the volume of fluid method were assessed for a test case that involved general ship waves, spilling breaking waves in front of the leading edge, and bubbly free surfaces in separated regions. A single computational approach was selected for the comparison, and a grid-dependence study was carried out. The computational results were validated against existing experimental data, showing good agreement. The validation results suggest that all three discretization schemes perform well, but the best and most efficient results were obtained using the high-resolution interface capturing scheme.     

Analysis on Ground Surface Deformation and Influence of Construction Parameters Caused by Two Different Shield Machines in Double-tube Tunnelling北大核心CSCD

Based on a shield-driven running tunnel project of Hangzhou Metro Line 2, this paper carries out field measuring of the ground surface deformation caused by two different shield machines in double-tube tunnelling in soft soil areas, obtains the laws of the surface deformation caused by shield-driven double-tube tunnelling and verifies the applicability of the modified Peck formula to double-tube tunnelling. The results show that in soft soil areas the impacts on ground surface deformation caused by different shield construction parameters in the previously and subsequently excavated tunnels are different, while the surface deformation changes sharply before and after the shield machine passing through the cutting face, and a rebound phenomenon occurs when the shield tail passes through the cutting face due to the influence of the grouting; The cutterhead torque of the shield machine in soft soil areas can be composed of five calculation factors, and the calculation results are in good agreement with the measured values. The larger the opening rate of the shield cutterhead is, the larger the average torque value will be, the higher the percentage of large ground loss rate will be, and the larger the maximum ground surface settlement will be; The ratio of cutterhead torque T to mucking volume per ring Q is used as the control parameter for analyzing the ground surface settlement, and a certain positive correlation between the ratio and the surface settlement value is determined, the smaller the cutterhead opening rate is, the more accurate the fitting results will be. © 2022, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

水基型沥青清洗剂的研究

采用表面活性剂复配技术,经基质材料的性能对比及正交试验分析,开发出能在常温下迅速除去金属表面沥青且环保的水基型清洗剂;进一步,论文探讨了清洗方式、浸泡温度、清洗剂浓度以及浸泡时间等因素对金属表面清洗效果的影响,证实了该清洗剂良好的净洗力,验证了研发的清洗剂作为道路工程界传统沥青清洗剂替代品的可行性.     

在冷镦机下模芯内成型螺栓倒角

通过改进模具结构,在冷镦机上成型螺栓倒角,替代机械加工,提高生产效率,降低生产成本。     

Numerical simulation of wave-induced nonlinear motions of a two-dimensional floating body by the moving particle semi-implicit method

The moving particle semi-implicit (MPS) method was applied to compute nonlinear motions of a floating body influenced by the water on deck. To compute the motions of a rigid body, the fluid pressure at the position of each particle on the body surface was directly integrated in space and the equations of translational and rotational motions were integrated in time to determine the correct position of the rigid-body surface at each time step of the time-domain calculation. The performance of this method was validated through a comparison with measured results in an experiment that was newly conducted using a model of a box-shaped floating body with a small freeboard. Although the overall agreement was good, some discrepancies were observed for a shorter wave period, especially for the drift motion in sway. The effect of numerical resolution on the results was checked by changing the number of particles. With a higher number of particles, no obvious improvement was seen in the global body motions, but the resolution of the local free-surface profile, including the water on deck, was improved.     

泉州台商投资区张经12路路基路面初步设计研究

结合福建省泉州市台商投资区张坂片区的具体情况,从一般路基设计、软土路基处理、路面结构层设计等角度对该片区张经12路的路基、路面工程进行了初步设计方案分析与研究.     

基于参数曲面表达的帆形船体外板展开方法

本文提出了一种基于参数曲面表达的帆形船体板曲面的平面展开方法.该展开方法以三角网格平面逼近船体曲面和3D网格点摊平后出现开裂角为基础,展开过程可分为三个阶段:定义初始导向单元条,初始展开形状确定和展开形状优化.本文所提出的展开方法符合帆形船体板水火弯板变形特点,可以提供水火弯板成形收缩量,并已在实际的船体板曲面展开中得到验证,计算结果与船厂计算的收缩量数据基本相同.     

含软弱土层边坡稳定性分析的全局滑面自动搜索技术

提出了一种用于边坡稳定性分析的全局滑面自动搜索技术,首先采用三角网格进行了边坡土层的几何离散,然后,结合蒙特卡洛法等角/等边逐段扫描与模拟退火法,构建了全套的边坡全局临界滑面搜索扫描算法。以Fortran和Matlab为计算手段进行联合编程,采用简明Morgenstern-Price法进行了边坡稳定性分析计算。通过选用3个算例进行了算法的可靠性验证,计算结果表明:截面三角网格划分方法具有良好的适应性,能较好地对不规则层位几何形状进行离散;多段折线滑面具有较圆弧滑面更为优秀的极限滑面定位功能,其安全系数随着滑面段数的增加会逐步达到收敛;本搜索方法可不依赖于工程师经验进行多段折线初始滑面的大致范围选择,其能快速地、全自动地进行由弱到强不同复杂土质情况的边坡稳定性计算分析,并能找到全局临界滑面与安全系数。     

无人船在海洋调查领域的应用分析与思考

基于无人船机动灵活、安全性高、可在常规调查平台受限的水域作业的特点,将其引入海洋调查领域,作为一种新型调查平台使用。海洋调查无人船主要用于海洋环境观测和海底探测,目前其发展的关键在于如何降低平台对任务载荷的扰动,保证循线精度,提高通信系统的可靠性。根据水深、水动力和水底地形地貌等条件,将无人船工作环境分为岛礁区、滨海区、浅海区、半深海区和深海区5类;结合作业环境,以无人船的体量和吃水深度为依据,建议将其分为微型平台、小型平台、中型平台、大型平台和超大型平台,并对适配任务载荷作出分析。