粉喷桩加固淤泥地基出现空桩段的再处理

回顾了广东惠澳线地方铁路淤泥土地基加固处理的情况,对该路段DK17+171处水泥粉喷桩成桩过程中出现的空桩段进行了原因分析并进行了再处理,提出了在使用粉喷桩加固软土地基中应注意和遵循的原则。     

道路安全评价因子分析法

探讨了用因子分析法中公因子作为评价指标的替代指标,用其得分值作为新指标的数值.根据公因子对原始评价信息解释大小来计算新指标权重.然后,用线性加权法对评价对象的安全水平进行客观评价,最后,对此方法进行了比较应用研究,发现评价结论与其它方法有差别.     

基于联合调度优化模型的共享汽车分析

共享汽车行业曾在几年前广为繁荣,但由于其所具有的重模式、高成本、难以盈利等弊端,造成企业难以持续融资,行业难以持续繁荣的困境.如今,随着汽车车型更新换代日益迅速,加之疫情影响经济发展,消费者更倾向于轻便的用车模式,使得具有"分时租赁"特点的共享汽车获得很大发展机遇.本文综合利用Excel、Python软件,先以经纬度为...     

Study of automatic designing of line heating technique parameters

1Introduction Lineheatingisashellplateheatprocessingmethod usedinshipbuildingproduction.Itisacomplexand difficulttechnique,mainlyusedindoublebending shellplateforming.Becausetherearemanyinfluence factorsinplateforming,theinfluencedisciplineis hardtopredic…     

泛亚铁路资本运作方式探索

泛亚铁路有东线、西线、中线三种方案,每种方案的国际资本构成将会各不相同;中国在每种方案里的投资策略也各不相同;泛亚铁路工程的中国资本运作方式有多种,其中值得重视的有向泛亚铁路股份有限公司投资入股、BOT投资方式、逆向BOT投资方式、给予沿线有关国家以国家贷款(以泛亚铁路的收益为担保)等;泛亚铁路工程资本运作应重点解决为各类投资主体提供必要国家保护、予以适当外汇管理优惠和税收优惠等问题;良好的泛亚铁路工程资本运作将使东盟——中国自由贸易区17亿人民从中受惠.     

公路工程水泥混凝土早强剂应用技术

介绍了交通部2006年新颁布的《公路工程水泥混凝土外加剂与掺合料应用技术指南》(简称指南)中编写的早强剂在公路水泥混凝土工程中的应用技术,特别介绍了早强剂在快通水泥混凝土路面和桥梁的快速施工及修复中的应用,以加强业内人士广泛应用早强剂的自觉性,不仅要确保公路水泥混凝土工程的质量和使用耐久性,而且要提高公路工程中水泥混凝土结构施工和修复的速度,减少交通堵塞,实现更大的经济效益和社会效益。     

机械式变速箱传动效率实验研究分析

传动效率是机汽车变速箱传动效率是直接反映变速箱设计、制造水平的一项重要参数。文章对汽车变速箱传动效率测量影响因素、测试方法、及数据处理方面进行探讨,并结合实际测试工作中的经验总结了一些实际应用方法及对此参数的影响因素,藉此对机械式变速器效率测量精度提高方面起到参考及指导作用。     

Experimental study on the width of the turbulent area around bridge pier

At present, the method of calculating the turbulent flow width around the bridge pier is not given in the "Standard for Inland River Navigation" (GB50139-2004) in China, and the bridge designer usually increases the bridge span in order to ensure the navigation safety, which increases both of the structural design difficulty and the project investments. Therefore, it is extremely essential to give a research on the turbulent flow width around the bridge pier. Through the experiments of the fixed bed and the mobile bed, the factors influencing the turbulent flow width around the bridge pier have been analyzed, such as the approaching flow speed, the water depth, the angles between the bridge pier and the flow direction, the sizes of bridge pier, the shapes of the bridge pier, and the scouring around the bridge pier, etc. Through applying the dimension analytic method to the measured data, the formula of calculating the turbulent flow width around the bridge pier is then inferred.     

A second order volume of fluid （VOF） scheme for numerical simulation of 2-D breaking waves

Among all environmental forces acting on ocean structures and marine vessels, those resulting from wave impacts are likely to yield the highest loads. Being highly nonlinear, transient and complex, a theoretical analysis of their impact would be impossible without numerical simulations. In this paper, a pressure-split two-stage numerical algorithm is proposed based on Volume Of Fluid (VOF) methodology. The algorithm is characterized by introduction of two pressures at each half and full cycle time step, and thus it is a second-order accurate algorithm in time. A simplified second-order Godunov-type solver is used for the continuity equations. The method is applied to simulation of breaking waves in a 2-D water tank, and a qualitative comparison with experimental photo observations is made. Quite consistent results are observed between simulations and experiments. Commercially available software and Boundary Integral Method (BIM) have also been used to simulate the same problem. The results from present code and BIM are in good agreement with respect to breaking location and timing, while the results obtained from the commercial software which is only first-order accurate in time has clearly showed a temporal and spatial lag, verifying the need to use a higher order numerical scheme.     

Using a SVM to evaluate damage to vibration isolators in an elastic raft system

Predicting damage to vibration isolators in a raft experiencing heavy shock loadings from explosions is an important task when designing a raft system. It is also vital to be able to research the vulnerability of heavily shocked floating rafts unreliable, especially when the allowable values The conventional approach to prediction has been or ultimate values of vibration isolators of supposedly uniform standard in a raft actually have differing and uncertain values due to defective workmanship. A new model for predicting damage to vibration isolators in a shocked floating raft system is presented in this paper. It is based on a support vector machine（SVM）, which uses Artificial Intelligence to characterize complicated nonlinear mapping between the impacting environment and damage to the vibration isolators. The effectiveness of the new method for predicting damage was illustrated by numerical simulations, and shown to be effective when relevant parameters of the model were chosen reasonably. The effect determining parameters, including kernel function and penalty factors, has on prediction results is also discussed. It can be concluded that the SVM will probably become a valid tool to study damage or vulnerability in a shocked raft system.