公路噪音源与防噪对策

本文论述了公路噪音的产生、并且提出了相应的防治措施,对今后公路的设计、施工、环境保护有一定的参考价值.     

水泥混凝土路面板破坏的原因及防治

本文对水泥混凝土路面产生断板和裂缝的原因进行了分析，并提出了防止断板和裂缝发生的具体措施。     

北京城市行道树衰弱原因分析

为了探寻行道树衰弱的原因,为其治理提供依据,作者从行道树周围存在的市政基础设施和施工对行道树的影响、土壤问题、水分胁迫三个方面进行了论述,认为导致行道树衰弱的主要原因是以上的一个或多个因素综合作用的结果。     

南昌市道路绿化树种选择

通过对南昌市城市道路绿化中存在问题的分析，结合21世纪城市道路绿化树种选择的要求，提出完善和改进该市道路绿化的措施和建议。     

城市道路改造交通设计导则研究

通过对南京市主干道改造前交通特性分析,研究确定该道路改造应遵循的交通设计原则和合理的交通组织方案。旨在探讨城市道路改造过程中如何运用现代城市交通设计理念,实现支撑土地开发利用、提高道路交通效率的交通设计思想和导则。对于我国其他城市开展此类项目可起到一定的参考价值。     

The method for designing the profile of forest roads supported by genetic algorithm

This study examines a method for designing an optimum profile of a forest road in a short matter of time. In this method, a genetic algorithm (GA) searches for points where the gradient changes and dynamic programing (DP) designs the longitudinal slope. This method can be applied to the ground heights of an actual forest road. The evaluation function of the DP assesses the total expenditure. The inverse of this function is the fitness function. Crossover and mutation are operators of an evolution simulation of a GA. They are each repeated 20 times and 420 profiles are designed and assessed, all within about 10 min. A comparison of the profile designed by the GA with that of an actual forest road shows only one section where the formation level differed substantially. Overall, both profiles seem to show a high degree of correspondence. From this result, we believe that the profile designed by the GA is best, or the one of the best. A conventional method takes about 65 h to calculate all changing points of gradients. However, by using the GA, the calculation time was reduced to about 1/389 that of the coventional method, showing that the method which uses the GA through the profile design is very useful.     

Modeling spatial variability in the life-cycle costs of low-volume forest roads

Cost estimation is probably the most decisive factor in the process of computer-aided, preliminary planning for low-volume road networks. However, the cost of construction is normally assumed to be route-independent for a specific project area, resulting in sub-optimal layouts. This is especially true for mountainous terrain and in areas with unstable subsoil. Here, we present a model for more accurately estimating spatial variability in road life-cycle costs, based on terrain surface properties as well as geological properties of the subsoil. This parametric model incorporates four structural components: embankment, retaining structures, pavement, and drainage and stream-crossing structures. It is linked to a geo-database that allows users to derive location-specific parameter values as input. In applying this model, we have demonstrated that variability in costs ranges widely for mountainous areas, with the most expensive construction being approximately five times greater there than on more favorable sites. This variability strongly affects the optimal layout of a road network. First, when location-specific slope gradients are considered, costs are reduced by about 17% from those calculated via currently available engineering practices; when both slope gradient and geotechnical formations are included, those costs are decreased by about 20%. Second, the length of the road network is increased by about 4% and 10% respectively, compared with current practices.     

探讨水泥砼路面裂缝原因及其防治

水泥砼路面具有强度高、承载能力强、刚度大，稳定性好，耐久性优良等优点，被越来越多的应用于高等级的公路及城市道路建设，但也存在一些问题，尤其是裂缝问题，严重影响水泥砼路面的使用性能和使用寿命，增加行车不安全因素，本文从3个方面探讨了水泥砼路面裂缝的危害，产生原因及其防治措施。     

高等级公路建设测量监理工程师的素质与职责

本文叙述了高等级公路建设过程中测量监理工程师的职责、作用、应具备的素质，说明了测量监理的工作流程，具有参考价值。     

高等级公路沥青混凝土路面施工的几点体会

结合双鸭山双七二级公路改建工程第3合同段对沥青混凝土路面的施工过程，介绍了高等级公路沥青混凝土路面的配合比设计和施工方法，对今后的沥青混凝土路面施工有较好的借鉴作用。