高抗硫酸盐水泥深层搅拌桩施工控制

高抗硫酸盐水泥深层搅拌桩是进行盐渍土地区软基处理的一种有效形式。通过对高抗硫酸盐水泥与土体的强制拌和形成桩体,提高地基承载力及其强度,减少沉降,阻止水体流动,并能防止硫酸盐及亚硫酸盐对桩体的影响。介绍了高抗硫酸盐水泥深层搅拌桩在盐渍土地区施工中试桩、施工准备、施工工艺流程、设计参数及要求、施工过程控制、质量检验等控制环节。     

挡土墙基础基底应力重分布分析

有关挡土墙基础基底应力重分布计算的问题在一些书中已有相关论述,但都仅对计算公式作出解释。对挡土墙基底应力重分布的发生背景、重分布后应力的大小和分布范围、应力重分布的工程意义等方面进行探讨。     

浅谈高速公路桥头跳车的因素及预防措施

桥头跳车一直是高速公路投入使用后普遍存在的问题,本文通过查阅各种资料及本人施工经验,归纳总结了桥头跳车问题产生的原因,提出了桥头跳车问题的预防措施,以便为今后类似工程的施工提供参考。     

浅析半刚性基层荷载型裂缝对路面结构的影响

半刚性基层裂缝的产生和发展很大原因是受到荷载作用,由交通荷载重复作用而造成的疲劳裂缝属于荷载型裂缝。文章结合广西路网工程建设实际状况,利用有限元计算模型分析半刚性基层受荷载作用开裂的情况,揭示基层荷载型裂缝对路面结构的影响。     

二灰碎石基层的施工工艺及质量控制

近年来我国公路修筑技术有了很大提升,然而随着现行行业标准技术规范、质量标准的日益完善,对路面基层的施工工艺及质量控制也提出了较高的要求.目前在我国高等级公路的施工中,二灰碎石基层是普遍采用的一种结构形式.二灰碎石基层属于半刚性路面,因其具有良好的力学性能、整体性能以及承载力高、耐久性好、强度高、造价较低、材料易选、易于施工等优点被广泛应用.鉴于此,对二灰碎石基层施工中应注意的问题及其质量控制措施进行了探讨,以供参考.     

(Unintended) Transport impacts of an energy-environment policy: The case of CNG conversion of vehicles in Dhaka

Motor vehicles are one of the major sources of air pollution in Dhaka, the capital of Bangladesh. The government took various policies to convert the petroleum vehicles on road to run on compressed natural gas (CNG), which allows both air quality improvements and energy security benefits. One of the market friendly policies to encourage the fuel switch was to increase the price differential between CNG and petrol and diesel. This has allowed a wide-scale adoption of CNG as the fuel of choice. However, several years into the policy, there is now a widespread belief among the policymakers that the CNG conversion may have increased car ownership and car travel due to their lower running costs, resulting in more congestion and a reversal of the strategy is on the cards. It is therefore important to test the hypothesis whether CNG conversion had genuinely increased car ownership and car travel in Dhaka city. This paper presents the results of a questionnaire survey and an econometric intervention analysis to understand the impact of CNG conversion on car ownership and car travel in Dhaka. Attention is also given to disentangle the self-selection and price-induced travel effects of CNG conversion. Results show that ownership did not increase, but travel of on-road vehicles increased due to the CNG policy. However, additional congestion costs are still around one half of the health benefits brought about by the policy.     

Order-first split-second methods for vehicle routing problems: A review

Cluster-first route-second methods like the sweep heuristic (Gillett and Miller, 1974) are well known in vehicle routing. They determine clusters of customers compatible with vehicle capacity and solve a traveling salesman problem for each cluster. The opposite approach, called route-first cluster-second, builds a giant tour covering all customers and splits it into feasible trips. Cited as a curiosity for a long time but lacking numerical evaluation, this technique has nevertheless led to successful metaheuristics for various vehicle routing problems in the last decade. As many implementations consider an ordering of customers instead of building a giant tour, we propose in this paper the more general name of ordering-first split-second methods. This article shows how this approach can be declined for different vehicle routing problems and reviews the associated literature, with more than 70 references.     

桥梁温度跨度对纵连底座板受力及配筋的影响

考虑轨道与桥梁相互作用特点,建立桥上CRTSⅡ型板式无砟轨道空间力学模型,分析桥梁温度跨度对纵连底座板制动力和伸缩力的影响,根据不同桥梁温度跨度下的纵向力,按极限状态法对纵连底座板进行配筋设计。结果表明:当桥梁温度跨度小于482 m时,纵连底座板最大制动力随着温度跨度增加迅速增大,温度跨度超过482 m后纵连底座板的最大制动力趋于稳定;纵连底座板最大伸缩力随着桥梁温度跨度线性增大;纵连底座板配筋率增幅小于桥梁温度跨度的增幅。     

GSM-R分布式基站在多隧道区段的应用

从GSM-R分布式基站的特性入手,对组网结构、设备性能以及可维护性三方面进行了分析,并进行了大秦线多隧道区段应用GSM-R分布式基站前后质量对比,为GSM-R分布式基站在多隧道区段应用提供了可靠的理论和实践依据.     

沥青路面基层与面层局部粘结失效的受力分析

采用ANSYS通用计算软件,考虑不同的粘结状态,对沥青路面基层和面层间局部粘结状态变化时,各层底面的最大主应力和最大剪应力的变化情况进行计算。结果表明:当车轮荷载作用在粘结状态变化区域时,上面层和下面层底面的最大主拉应力随粘结的失效显著增加,中面层底面的最大主拉应力和各层底面的最大剪应力受粘结状态变化的影响较小;当车轮荷载作用在粘结状态完好区域边缘时,各面层底面将产生较大的剪应力,但最大剪应力受粘结状态变化的影响较小。