基于沥青混合料的粘弹力学原理浅析沥青路面产生车辙的原因及防治

提出了沥青混合料在不同温度条件下表现出不同的力学行为与它的粘弹力学性质原理有关。利用这一原理对沥青路面产生车辙的可能原因进行了分析,并针对性地提出了一些车辙的消除措施,供工程实践参考。     

厂拌冷再生马歇尔试件击实与养生方法

利用室内试验和现场钻芯检测相结合的方法,对厂拌冷再生马歇尔试件的击实与养生方法进行了研究.试验结果表明,厂拌冷再生马歇尔试件二次击实的时间间隔设为4 h的试件,其稳定度与室内长期养生的试验结果相差不大,与现场钻芯检测的结果更为接近.研究结果说明,提出的厂拌冷再生马歇尔试件击实与养生方法,比较符合厂拌冷再生路面的实际成型过程,按此方法制备的马歇尔试件,能较为准确地反映出厂拌冷再生路面的后期路用性能.     

Chromatographic study of the organic matter from Moroccan Rif bituminous rocks

The bituminous rocks of the Upper Cretaceous in the Moroccan Rif have been assessed and characterized in detail using organic geochemical techniques and a variety of organic geochemical parameters. The organic matter from 4 sites was studied in order to determine its thermal maturity and its depositional environments. The organic extracts (bitumens) were fractionated on silica-potassium hydroxide column according to the aliphatic hydrocarbons, acid compounds and polar compounds. Aliphatic hydrocarbons were identified by gas chromatography and mass spectrometry (GC/MS).The distribution of the aliphatic hydrocarbon fractions, and the various organic geochemical parameters (pristane/phytane, isoprenoids/n-alkanes, CPI, C₂₇:C₂₈:C₂₉ regular, C₂₉20S/(20S+20R), C₂₉ββ/(ββ+αα), C₂₉/C₃₀ hopanes and Ts/Tm) showed that the studied samples were generally mature. Two of the 4 samples appeared to be derived from source rocks deposited under anoxic conditions while suboxic to oxic conditions seemed to have been dominant for the remaining two samples. Rock–Eval pyrolysis data in addition to GC results suggested types II, III and IV kerogens for the studied samples.     

高速公路沥青路面使用性能评价研究

提出了现行公路路面使用性能评价体系的不足之处,建立了高速公路沥青路面的使用性能评价指标体系,并针对各个指标提出了相应的评价标准与方法,可为高速公路的养护提供参考.     

基于MATLAB的沥青混合料配合比优化设计

在传统的沥青混合料矿料级配设计方法中,人工计算繁琐而且容易出现问题.应用MATLAB软件进行沥青混合料配合比优化计算,进而可以求出矿质混合料中各种集料的用量.利用MATLAB的绘图功能,在计算级配同时可以绘制出级配曲线,所编制的程序简单明了,计算结果收敛稳定,可以方便的计算集料的配合比.     

Studies on stress distribution in pavements subjected to surface shear forces

It has been pointed out by some researchers^1,2) that road pavements are subjected to vertical stress due to vehicles on them as well as shear stress at the time of braking or acceleration of vehicles. In this paper, the results of elastic analysis to obtain the rigorous solution for an elastic two-layer system subjected to surface shear stress are described and it is shown that the effect of shear stresses applied at the surface gives rise to fairly large stresses in the system. On the basis of these findings, the author attempts to explain why pavement failure takes place frequently at places such as crossings and curved parts where pavements are subjected to high magnitude of surface shear stresses.     

民用机场水泥混凝土道面强度变异性分析

根据国内35个民用机场427个实测水泥道面芯样的劈裂强度测试结果,分析了道面结构强度变异性的分布规律,并采用方差分析手段计算了道面结构强度与机场使用年限、飞行区等级、道面位置、不同机场等因素之间的显著性影响水平.分析表明民用机场水泥混凝土道面结构强度的变异性是客观存在的,采用基于结构强度变异水平等级的可靠度系数处理这一问题更为合理.为此,根据道面结构强度变异系数的累积分布频率推荐了其变异水平分级标准,并计算了相应的可靠度系数,可为我国民用机场水泥混凝土道面设计规范修编中引入可靠度方法提供参考.