路基塌方沉陷快速修复技术探析

在分析塌方沉陷发生发展规律的基础上，提出路基塌方、沉陷快速修复技术。研究表明，提高路基修复应急处理的主动性和科学性，可缩短由于塌方沉陷对交通造成的影响，减少由此带来的经济损失和社会影响，提高我国公路养护管理水平。     

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.     

岸边起重机结构表面防腐涂料的发展趋势

良好的表面防腐涂装对保证岸边起重机金属结构长期安全有效工作十分重要。以氟碳面漆取代聚氨酯面漆,可显著提高漆面的耐久性、耐候性、耐腐蚀性,并具有优异的自清洁性和耐冲刷性。要保证氟碳面漆的优异性能,必须选用合适的树脂原料、颜料、溶剂和助剂,并在涂料的生产和涂装施工过程中严格执行工艺要求。     

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.     

变速器齿轮运转过程中齿面温度测量试验及结果处理

为满足变速器某挡位齿轮运转时工作温度测量,避免变速器齿轮高温、台架耐久性试验过程中边界条件不当风险,降低研发及生产成本,从而达到目标用户使用需求的目的。通过增加齿轮齿面啮合过程中测温试验,将结果作比较,结果表明齿面温度超出油品设计要求。可见,在变速器开发及台架耐久试验工况设计过程中,引入齿轮表面温度测试是非常必要的。     

设备拥有量模型的研究

通过对设备完好率、设备出勤台数和设备拥有量三者之间的关系进行深入的分析，找出三者之间的单值对应关系，采用线性回归、最优化理论、曲面拟合等数学方法并结合计算机软件建立设备拥有量的计算模型，并对此模型进行更深入的分析，建立其分段模型，从而保证了模型的计算精度，为企业的设备投资提供科学的准确的定量分析依据。     

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。     

浅埋黄土地铁双连拱隧道施工引起地表沉降特征研究

以西安地铁4号线飞天路站到航天大道站区间双连拱隧道工程为例,通过FLAC3D软件模拟计算隧道两侧洞室采用CRD法(交叉中隔墙法)施工时各阶段地表沉降,并与现场监测数据进行对比。结果表明:两侧洞室施工引起地表沉降占总沉降的65%,上导洞施工引起地表沉降占该阶段总沉降的67%;控制上导洞施工引起的沉降是控制最终沉降的关键。中洞施工时,在监测断面前后1.5倍单个导洞宽度范围内地表沉降增长速率较大;两侧洞室施工时,在监测断面前后5倍单个导洞宽度范围内地表沉降增长速率较大。当施工到该范围内时,应及时进行初期支护并加强监测。     

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.