分宜县天工广场铺装的导向性功能设计

指出了城市广场铺装设计中系统的完成导向性功能在城市广场设计中对于其文化性、参与性的表达具有重要意义,通过对江西省分宜县天工广场铺装设计的研究,分析了广场铺装的导向性功能,探讨了铺装导向性功能表达形式,为城市广场的铺装设计提供参考。     

泡沫沥青冷再生技术在道路改建工程中的应用和分析

泡沫沥青冷再生技术是对回收沥青路面材料和水泥稳定基层材料进行再生利用。采用冷再生技术,即对所有旧路面材料和破碎的路基材料进行全部现场利用,减少了废料外运产生的费用,也节约了新材料的用量,提高了经济效益的同时也取得了良好的社会效益。     

市政道路沥青路面改造工程病害处治及加铺结构设计

为了保证市政道路旧路改造工程的耐久性,针对城市道路改造工程中会出现的旧路路况评价、旧路病害处治以及加铺结构设计方案等问题开展研究,提出了适用于市政道路的旧路路况评价方法、旧路病害处治对策以及结构补强与功能恢复的路面加铺结构设计方案,为相关的市政工程提供了良好的技术支持。     

Integrating preventive and curative non‐chemical weed control strategies for concrete block pavements

Reduction in herbicide use in non‐agricultural areas is being imposed by a growing number of governments, triggering the development of alternative strategies for weed prevention and control. This study aimed to determine the weed preventive abilities of different paving types, the required treatment frequency of non‐chemical weed control scenarios on these pavements and the associated weed species composition. A test parking area, constructed with four concrete paving types, was sown with a mixture of dominant weed species. Six scenarios with repeated use of a single weed control method (brushing with waste removal, hot air, selective application of hot water and three scenarios with flaming) and two scenarios with alternating use of brushes and hot air were applied to control the weeds during two growing seasons. Treatments were applied at well‐defined intervention moments, based upon weed development. Over 2 years, the paving types differed in weed coverage (up to a fourfold difference) and required varying treatment frequency (up to a 11‐fold difference) with lowest values for pavings with porous pavers. Within most paving types, up to 28% lower treatment frequencies were found for selective application of hot water, as compared with all other single method scenarios. Shifts in weed composition occurred in plots treated repeatedly with the same technique. Paving type determined the chances for the establishment of different weed species and alternating non‐chemical control methods with different modes of action offered the best opportunity to keep weeds under control.     

硬铺装榕树的复壮及养护研究

在分析硬铺装榕树衰败原因的基础上,阐述了地面硬铺装危害榕树的主要表现．并论述了其危害机理。通过断根法对硬铺装侧根系的榕树进行了复壮及加强养护。5年的观察和实践结果表明,断根法对侧根系的榕树复壮效果非常显著,值得推广。     

Evaluation on the Damage Evolution of the CRCP+AC Composite Pavement by the Concrete Dameged Plasticity Material Model

In the study on the CRCP+AC composite pavement, the form and distribution pattern of cracks are two important factors influencing the performance and the lifetime of the pavement. The concrete damaged plasticity material model incorporated in the general purpose finite element software named ABAUQS was adopted to describe the mechanical characteristics of the CRC slab. Combining with the temperature field database drawn from the three-dimensional transient heat transfer analysis, the structural damage under the condition of temperature changing is analyzed. The structural damage evolution and the crack behavior of the CRC slab subjected to the thermal-mechanical coupling condition are further analyzed, which suggests that the role of the asphalt concrete surface is not confined only to the scope of improving the performance of the road, its capacity for improving the stress state of CRCP slab is worthwhile to be affirmed. And the reasonable thickness of AC layer should be designed in consideration of the thermal contraction and damage properties of the CRC slab comprehensively.     

高速公路沥青路面早期破损的技术探讨

详细地论述了高速公路沥青路面早期破损的原因,阐明了自然因素、人为施工等因素对路面破损影响较大,最后指出了控制路面早期破损应采取的措施和对策。     

干旱荒漠区路面覆盖效应评价指标与评价模型研究

为解决路面覆盖效应引起的气态水汇聚而导致的沥青路面翻浆病害,文中利用新疆公路沿线103个气象站点近50年的自动气象站资料和四要素5层梯度风监测站资料,分别建立了10m与2m高度平均风速换算模型:U1天山以北公路沿线=0.79u10+0.32与U2天山以南公路沿线=0.77u10+0.25。结合信息论中离散变量熵理论,把新疆公路划分了五个等概分布区,研究确定了地下水位、土质参数为路面覆盖效应评价指标,并绘制了基于地下水与土质参数的公路覆盖性分区表。     

刚性路面接缝传力杆挠度解析计算

采用能量变分原理推导了双参数地基梁平衡微分方程以及相应的边界条件,进而求得基于双参数地基梁理论的传力杆挠度解析通解.通过算例与传统单参数地基梁理论计算结果进行了比较,表明与单参数地基相比,双参数地基更能真实模拟刚性路面中混凝土对接缝传力杆的支承和约束,单参数地基是双参数地基的特例,传力杆受力分析时,剪切力和弯矩对传力杆挠度的影响同等重要,传力杆受力分析中,杆端弯矩和剪切力应同时考虑,传力杆宜采用弯剪梁模型.     

基于可持续发展减缓城市热岛效应的实验研究

提出了基于对城市低冲击开发影响(low impact development,LID)下的可持续发展策略思想,通过对不同路面(花岗岩路面、水泥路面、透水路面及草坪地面)和传统平屋顶与生态屋顶实地进行的地表温度监测对比实验,定量地阐述了透水路面、草坪地面及生态屋顶LID措施在缓解城市“热岛效应”方面的效能.结果表明,透水路面与草坪地面对地表降温较明显,生态屋顶尤其是种植灌木的屋顶相对传统平屋顶降温显著.一天中随着时间的推移,所有下垫面地表温度呈现由低到高,再由高到底的抛物线趋势,地表最高温度均出现在中午12点.平屋顶与花岗岩路面的升温速率最高,草坪地面、透水路面与生态屋顶升温速率较低.