Application Strategy of BIM Technology in Municipal Road Design

The development of information technology provides certain convenient conditions in the design of municipal roads,and allow the achievements of high standards and requirements of current road design and construction.Among many information technologies,building information modeling(BIM)technology is more widely used in road design and has achieved good results.BIM technology can realize information sharing,allow the design of virtual models,discover design problems in time,and reduce the rate of design changes later or in late stage.At the same time,through the coordination and standardization of the design of road traffic and underground pipelines,it provides new design ideas for the development of municipal roads.This paper mainly analyzes the application advantages and status of BIM technology in municipal road design,and puts forward the application strategy of municipal road design.

Application Strategy of Green Transportation Concept in Urban Road Design

Urban traffic and urban environmental pollution are important issues that must be taken into account in the process of urbanization,especially in China.Modernization has enabled many developed countries in the west to carry out rational city traffic planning.At the same time,the concept of green transportation has also emerged,integrating low-energy consumption,low pollution,comfort,and safety into urban traffic to effectively solve issues pertaining to traffic and pollution.The concept of green transportation has been widely adopted in China and made popular in many cities,thereby promoting the sustainable development of cities.

The Application of“Humanized”Concept in Urban Road Design

In order to promote the development of urban roads,enhance urban road design,and fully maximize the role of urban roads,this study first discusses the fundamental requirements of urban road design,the“humanized”concept in urban road design,and the importance of“humanized”urban road design,as well as proposes several“humanized”design strategies for urban roads as references.

Determination of Main Design Indicators of Patrol Road in Nature Reserves

In principle,nature reserves are managed and controlled according to the core area and the general control area.At present,there is no relevant design specification for the design system of patrol road in various protected areas.This paper analyzed the factors to be considered in determining the grade,horizontal and vertical design indicators,and cross section indicators of the patrol road in the protected area,and came up with the corresponding design indicators and parameters,so as to provide a certain reference for the subsequent patrol road design.

Sustainability of lime stabilized road subgrade in mountainous regions of Türkiye

In this paper the use of lime stabilized subgrade for low volume roads in two regions with high mountains and different frost penetration conditions in Türkiye was investigated in terms of design,performance,and cost.Pavements on unstabilized and stabilized subgrade were designed for two regions(Izmir and Van),covering all climate variations.The resilient modulus of the lime stabilized subgrade with different soil pulverization levels for non-freezing and freezing conditions were taken from a previous laboratory study.Frost effects were considered in pavement design using two different approaches,including limited subgrade frost penetration method and reduced subgrade strength method.Detailed application and evaluation were performed for all steps.Lime stabilized subgrades significantly reduced the thickness of base courses,and the benefit of lime stabilization was highly dependent on soil pulverization level.A detailed cost analysis on the unstabilized and stabilized cases found that the use of lime stabilization in the subgrade provided significant initial cost savings.Comparative analysis by using the AASHTO(1993)method and KENPAVE software,and quantity effect of soil pulverization level on the performance of low volume roads from a service life perspective,show that subgrade resilient modulus can be estimated.It is also possible to make correct performance estimation in the field.The results of the study show that lime stabilization is a good solution for low volume roads in the mountainous regions of Türkiye.

A Review of the DCP-DN Pavement Design Method for Low Volume Sealed Roads: Development and Applications

Widespread implementation of the DCP-DN design method for low volume roads has been promoted internationally over the past decade or so. The method has progressed from a simple determination of the in situ CBR investigation based on DCP-CBR correlations with respective cover requirements to a more sophisticated method using the DCP penetration data directly and omitting any need to use correlations with the CBR. This paper summarises the development of the method, and some of its advantages and compares the design structures with other recognised and widely implemented designs.

The Application of Curriculum Ideological and Political Cases in the Teaching of Road Survey and Design

Ideological and political construction of curriculum is the key link to implement the fundamental task of moral education.Focusing on the training objectives of civil engineering professionals in the new era,combined with the teaching concepts of moral education and student-centered education,the teaching objectives for the course of road survey and design have been re-set.The implementation plan of ideological and political education has been put into practice by involving excellent engineering cases,stories of outstanding figures in this field,traffic accidents,design concepts and technological innovation to explore the methods of integrating ideological and political cases into curriculum teaching for a continuous improvement of the promotion of curriculum ideological and political education to the teaching quality of professional courses.

Structural Design of Asphalt Pavement for Low Cost Rural Roads

On the basis of the equivalent axle load action frequency, the traffic classifications of rural roads as well as their corresponding types are classified. The asphalt pavement structure, road surface types and thickness of the rural roads are suggested for the various action frequency of the equivalent axle load. Furthermore, the roadbase thickness graphs are provided according to different equivalent axle load action frequency with different roadbed modulus and road surface modulus taken into account.

The Design of Urban Road Manhole Covers Based on the Function of Safety and Identification

This study combed the development process of urban road manhole cover at home and abroad,and pointed out the existing problems in the domestic manhole cover.From the perspective of safety and identification function,it put forward innovative design ideas of urban road manhole covers to improve the safety and identification function of road manhole covers,and enhance the ornamental of manhole covers.

Accounting for natural-climatic conditions in the design of roads in western Siberia

The paper proposes a methodological scheme that thoroughly accounts for natural-climatic conditions which can impair the stability and longevity of transport facilities （roadways）, to ensure the best possible quality of the initial road design. Factors determining the formation of water-heating mode subgrade soils are allocated, and an information database for mathematical modeling of geocomplexes is shown. Values of strength and deformability of clay soils are calculated within the limits of the defined, homogeneous road districts in Western Siberia to provide the required level of reliability of design solutions.

互动理念在城市街角空间中的应用

为了将有限的街角空间改造为更佳的休憩活动场所,充分利用街角被忽视、遗弃的公共空间。基于互动理念视角探索互动理念在城市街角空间中的应用,在分析相关案例的基础上对城市街角空间的景观设计进行探索。得到互动性城市街角空间景观设计策略。对改进城市街角空间、优化城市边角空间有着积极意义。

市政道路桥梁结构设计加固方法探析

近些年来,我国城市发展规模日益扩大,与之相关的基础设施愈发完善,社会对市政道路桥梁的要求越来越高。道桥结构设计非常复杂,若要保障最终的工程质量,就要对道桥结构进行合理加固。目前,对市政道路桥梁进行设计时,还存在一些问题,比如,工程稳定性有待提升。因此,需进一步优化结构设计,采取有效的加固手段,提高工程质量。

专业课课程思政探索与实践——以“道路勘测设计”课程为例

课程思政建设是落实立德树人根本任务的战略举措,而专业课是课程思政建设的基本载体,如何在专业课的教学中深入挖掘思政元素,有机融入教学中,实现价值塑造、知识和能力融为一体,达到润物无声的育人效果,是全面推进高校课程思政建设必须解决的问题。以“道路勘测设计”课程教学的实践为例,从课程思政建设的总体设计、建设模式、课程内容梳理及课程思政实现的方法路径等方面,探讨了专业课课程思政的具体做法,并取得一定的成效,实现了“知识、能力、价值”三位一体的育人目标。

高掺量磷石膏道路基层材料配比设计及性能研究

按传统矿质混合料设计掺磷石膏道路基层材料难以大规模消纳磷石膏,为实现磷石膏在道路基层材料中大规模利用,通过骨料替代法进行高掺量磷石膏道路基层材料配比设计,确定适宜的碎石比(5~10 mm粒级与10~25 mm粒级质量比39∶61)后以不同掺量替代磷石膏基胶凝材料体系,再击实然后得出最佳含水率及最大干密度。通过对设计好的配比进行性能试验筛选,得出适宜配比为P85S60,养护28 d的试件抗压强度最大达5.39 MPa,体积变化率较低,且养护7 d后试件的体积增长稳定,体积变化率最终维持在0.5%左右,有利于现场道路施工应用。所有配比浸出氟、磷均满足《污水综合排放标准》(GB 8978—1996)一级限值,相较于常规水泥稳定碎石材料,该道路基层材料浸出液的酸碱性不会额外增加不利影响。通过XRD和SEM分析可知,胶凝材料水化产生的钙矾石和水化硅酸钙包裹在未反应的二水石膏周围,另外针棒状钙矾石和水化硅酸钙填充微小孔隙,使得试件整体结构密实、强度增加、体积稳定性增强。

课程思政视域下混合式教学的开展路径探析——以道路交通安全课程为例

将思政教育融入专业课程是实现知识传授与价值引领有机结合的关键;探索课程思政视域下混合式教学的开展路径是实现专业课程与思政课程同心同向育人新格局的重要举措。以道路交通安全课程为例,探讨了课程的目标、思政元素体系、教学资源、教学活动设计、评价机制和长效保障举措。以期达到“价值引领、知识传授、能力培养”三位一体的教育教学目标。

不同钢渣掺量AC-16沥青混合料性能研究

研究将钢渣应用于道路建设中的可行性和钢渣沥青混合料性能特点,揭示混合料性能随钢渣掺量不同的变化规律。将钢渣0%、25%、50%、75%掺量代替石灰岩集料制备钢渣沥青混合料,采用高温单轴贯入试验、低温劈裂强度试验、冻融劈裂强度试验、间接拉伸疲劳试验,分别针对不同钢渣掺量下沥青混合料的高温性能、低温性能、水稳定性与疲劳性能展开相应研究。试验结果表明,钢渣各项性能指标均满足规范要求,可以作为集料制备沥青混合料,掺加钢渣后沥青混合料各项性能均有不同程度提高。随着钢渣掺量的提高沥青混合料各项性能变化规律不同,建议钢渣掺量控制在50%左右,以达到沥青混合料综合性能最优。

基于颗粒破碎特性的盐岩集料基层级配组成设计研究

为实现内陆干盐湖区盐岩集料基层级配组成的科学设计,以罗布泊盐岩为研究对象,分析了不同粒径及含卤水率条件下单粒组盐岩集料颗粒破碎演化特征,构建了复杂粒组下盐岩集料级配转移模型,提出了盐岩集料基层级配组成设计方法,验证了盐岩集料基层级配组成设计方法的合理性,并对比了不同级配组成及失水率下盐岩集料的工程性质。结果表明:击实作用下各粒组盐岩集料均发生颗粒破碎,随着击实能量增加,盐岩集料级配趋于稳定,卤水的赋存会降低单粒组盐岩颗粒破碎率。Weibull分布可有效表征盐岩集料破碎颗粒级配分布特征。推荐的盐岩集料基层级配组成设计方法可有效推演盐岩集料基层的级配演化特征并实现考虑卤水影响的级配修正。盐岩集料颗粒间卤水盐分结晶有利于盐岩集料基层强度形成,失水率为75%的盐岩集料无侧限抗压强度可达到4.1 MPa,盐岩集料可用于干盐湖区公路基层填筑工程。

基于改进多点支撑骨架状态模型的热再生沥青混合料配合比设计

由于就地热再生旧料(Reclaimed asphalt pavement,RAP)的异同性,目前还没有对设计热再生沥青混合料的最合适方法达成共识。因此,通常基于符合高速公路法规中马歇尔沥青混合料设计方法进行设计,这并不能保证充分地利用RAP且需要大量的时间和劳动成本。本工作通过改进多点支撑骨架状态模型提出了一种热再生沥青混合料配合比的设计方法,设计了四种不同RAP掺量下的热再生沥青混合料;然后通过高温车辙试验、浸水马歇尔试验、冻融劈裂试验、小梁弯曲试验和间接拉伸疲劳试验测试不同RAP掺量下的新方法设计的高温稳定性、水稳定性、低温抗裂性和疲劳耐久性等路用性能,并与沥青玛蹄脂(Stone mastic asphalt,SMA)热再生沥青混合料进行对比。结果表明:新方法设计热再生沥青混合料的高温稳定性较SMA提升了10%左右;水稳定性增强了1%~2%;而低温抗裂性有些许的下降,但仍满足规范要求;在RAP掺量小于40%时,新方法设计的热再生沥青的疲劳寿命和SMA相当,当RAP掺量大于40%时,新方法设计的热再生沥青疲劳寿命显著降低;因此确定了新方法设计的最大粒径为16 mm的热再生沥青混合料的最佳RAP掺量为40%左右。

基准排放因子更新对隧道需风量的影响研究

为解决交通车辆持续更新导致的城市隧道内通风系统设计浪费和运营闲置,研究基准排放因子更新对隧道需风量的影响,并建立2种应对车辆更新的基准排放因子计算方法.首先,通过理论分析明确需风量计算式中随时间更新的关键参数为基准排放因子;随后,根据定量分析得到基准排放因子和纵坡-车速系数更新对需风量的影响;最后,结合国外理念和实际设计经验,提出2种考虑时间更新的基准排放因子计算方法.研究结果表明:我国道路隧道通风设计规范在制定基准排放因子时参考了世界道路协会(PIARC)通风报告,并分析得到了参考理由;与2000年相比,2021年的CO、NOx和PM基准排放限值分别降低了81.6%、76.7%和97.9%;建立了使用机动车污染物排放限值作为基准排放因子的最不利设计方法,计算出2018年各污染物基准排放因子(CO为0.0011 m^(3)/(辆·km),PM为0.4610 m^(2)/(辆·km)),相比于2014年《细则》分别降低84.3%和77.0%.建立并验证了基准排放因子计算方法,为城市道路隧道通风系统设计提供参考.