改性乳化沥青技术标准和检验方法

针对我国JTG F40-2004《公路沥青路面施工技术规范》和“美国不同地区微表处用改性乳化沥青技术标准”等，详细介绍了中外改性乳化沥青的技术标准。简要介绍了暂时未列入我国改性乳化沥青的几种检验方法，并对我国改性乳化沥青标准提出逐步列入粘韧性和韧性、60C动力粘度、弹性恢复等检验项目的建议。     

浅谈大旺工业园道路软土路基勘察及处治设计

通过勘探和土工试验揭示肇庆高新技术产业开发区沙沥工业园区规划道路所在区域的地质状况,分析其软弱土层工程力学性质,并提出有效的软基处理措施,可供类似工程参考。     

高速公路水毁成因及防治措施

从高速公路水泥混凝土路面裂缝，挖方地段护面墙开裂、拦水带与路面衔接部位裂缝，急流槽水泥砂浆勾缝脱落等方面分析了高速公路水毁的成因，并提出了切实可行的防治措施，保证了高速公路的正常运营。     

软土路基沉降计算新方法及应用研究

介绍了一种动静结合的软土路基沉降计算新方法,并将该方法应用到动力固结路基处理工程实践中.对软土路基沉降进行了计算,通过将沉降计算值与实测值进行比较,验证计算方法的可行性.计算结果显示,路基断面总沉降量计算值为669.6 mm,实测值为675 mm,两者比较相近,说明该沉降计算方法是可行的.     

A cell-based robust optimal coordinated control on urban arterial road

Process of optimizing coordinated control is divided into two stages.At the first stage,the study improves a robust optimal control model of single-point intersection to optimize cycle and split.At the second stage,the study combines all links with intersections of arterial road as a complete system,and applies cell transmission model to simulate traffic flow on urban signalized arterial road.We propose a coordinated control model based on the platform to optimize offset between adjacent intersections.Genetic algorithm is executed by MATLAB to solve the model.The performance evaluations show that the model not only effectively reduces average delay and stopping rate of vehicles on arterial road and largely enhances traffic capacity of arterial road,but also lowers the sensitivity of signal control for flow fluctuations.     

探析新时代背景下中国家具设计的走向

本文阐述了我国前一时期家具行业存在的弊端,分析了我国家具业弊端的缘由及解决的方法,提出了中国家具业要告别依靠高投入、粗放式外延扩张来实现产业增长的方式。论述了今后的增长将主要依靠技术进步来实现,首先要更新设计理念,走出有中国特色的家具业之路,对中国现代家具设计方法、设计元素、设计观点进行了详细的论述并对未来中国家具业的进行展望。     

Preparation of β-cyclodextrin/SBS modified asphalts for the improvement of anti-aging,rheological property,and storage stability

Styrene-butadiene-styrene (SBS) modified asphalt (SMA) has been widely used in road engineering for decade. However, the phase separation of SMA was obvious during the transport and SBS degraded after aging. To resolve these problems, β-cyclodextrin (β-CD) was used to modify SMA in this work. Conventional properties, storage stability, the effect of short-term aging on the morphology, and rheological property for SMA and β-CD/SMA were investigated. The softening point of modified asphalt reached to the maximum of 66.7°C when 1 wt% β-CD was added to SMA, where the penetration had shown the minimum of 80.8 dmm. In addition, the ductility of β-CD/SMA increased to the maximum of 797 mm when the content of β-CD was increased to 5 wt%. Furthermore, incorporation of β-CD improved the storage stability of SMA. Importantly, the aggregation of SBS was observed in β-CD/SMA, but modifiers distributed uniformly after a short-term aging. The rutting resistance and antiaging performances of SMA were also improved by the addition of β-CD. Considering the comprehensive properties of modified asphalt, the optimum content of β-CD was found to be 2 wt%.     

车联网基于信任度的RSU识别及资源分配算法

在车联网中,由于部分路侧单元（RSU）的位置比较偏远,无法得到网络管理员的及时维护,可能遭到攻击,变为不可信任的路侧单元,降低了车辆的通信质量和网络能效.为了有效地识别RSU的可靠性,提出了一种基于信任度的路侧单元识别及资源分配算法,将路侧单元识别、传输模式的选择和功率分配联合建模为网络能效的优化问题,并分成3个子优化问题,分别求解.首先,采用基于信任度的RSU识别算法,识别出可信任和不可信任的路侧单元;其次,优化车辆资源块配置和链路选择;最后,通过次梯度算法优化传输功率,最大化网络能效.理论分析和仿真结果表明,所提算法具备较低的复杂度,可以达到较高的路侧单元识别准确度,并有效地提升网络总能效.     

公路隧道钢筋混凝土衬砌碳化耐久性区划

为了构建公路隧道衬砌碳化耐久性的定量设计方法,对比各碳化深度计算模型与实测数据,选定衬砌碳化的最优模型;根据实测数据分析隧道环境温湿度与洞外大气关系,基于全国气象监测站的温湿度数据,建立公路隧道运营环境温湿度区划;考虑公路隧道CO₂的释放源项并参照实测数据,构建隧道运营环境CO₂体积分数的计算方法;以碳化劣化速率梯度相等为原则,对我国隧道碳化环境进行分区,结合分区推荐我国公路隧道衬砌碳化耐久性定量设计的具体方法. 研究发现：隧道环境湿度与大气湿度相当,隧道环境温度变化趋势与大气环境一致,两者均值接近. 公路隧道内部CO₂体积分数与CO体积分数呈线性关系. 云南、贵州区修建的隧道工程衬砌受环境影响较大,西藏、青海、内蒙古、黑龙江、吉林等地区的待建隧道在进行衬砌耐久性设计时可以忽略碳化影响,其余全国大面积区域隧道衬砌的碳化耐久性设计可以对应《混凝土结构耐久性设计标准》中环境作用等级中的“轻度”进行设计.     

高温高湿盐环境下SBS改性沥青胶浆的高温性能

基于自行设计的室内盐蚀干湿循环试验,采用动态剪切流变仪,对SBS改性沥青胶浆进行温度扫描试验和多重应力重复蠕变恢复(MSCR)试验. 以3.2 kPa应力下的不可恢复蠕变柔量J_nr,3.2为胶浆高温流变性能评价指标,分析试验环境和干湿循环耦合作用对胶浆流变性能的影响. 采用灰色关联理论,探究J_nr,3.2与常规流变参数、干湿循环次数及试验环境之间的关联性. 结果表明,随着盐蚀干湿循环次数的增加,胶浆的复数切变模量、车辙因子及J_nr,3.2均呈增大趋势,相位角和蠕变恢复率呈减小趋势. 在同种试验条件下,硫酸盐环境对胶浆高温性能的影响最大. J_nr,3.2与改进型车辙因子、试验环境的灰色关联度最大,关联度系数均大于0.93. 建议采用日常清扫、定期洒水冲洗的方式来减小路面盐分的积累,提高高温高湿环境中沥青路面的抵抗变形的能力.