Stochastic micromechanical model of the deterioration of asphalt mixtures subject to moisture diffusion processes     

Silvia Caro  Eyad Masad  Mauricio Sánchez‐Silva  Dallas Little 《国际地质力学数值与分析法杂志》2011,35(10):1079-1097

The deleterious effect of moisture in the microstructure of asphalt mixtures, usually referred to as moisture damage, has been recognized as a main cause of early deterioration of asphalt pavements. The initiation and evolution of moisture‐related deterioration is strongly influenced by the internal air void structure of asphalt mixtures. Despite its importance, the majority of works conducted on the micromechanical modeling of asphalt mixtures overlook the role of the air void structure, mainly because of its high complexity and variability. This paper explores the influence of air void variability on the performance of asphalt mixtures subjected to moisture diffusion processes. A stochastic modeling technique based on random field theory was used to generate internal distributions of physical and mechanical properties of the asphalt matrix of the mixture that depend on probable air voids distributions. The analysis was conducted by means of a coupled numerical micromechanical model of moisture damage. The results showed that the variability and distribution of air voids are decisive in determining the moisture‐dependent performance of asphalt mixtures. Furthermore, it was also shown that a stochastic characterization of the diverse air void configurations is a feasible and useful approach to better represent and understand mechanically related deterioration processes in asphalt mixtures. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

深层搅拌桩施工挤土效应分析     

李鸿博  高广运  王立明 《岩土工程技术》2005,19(4):200-203

深层搅拌桩作为软土地基处理的一种新方法,正越来越多地被应用到基础工程中去。实践证明,深层搅拌桩也存在挤土效应。结合工程实例,对相关的墙体侧向位移和管道沉降的监测数据进行了分析,总结出了搅拌桩挤土效应的特点及其在不同的施工工艺所表现出来的规律,并分析了可能导致这些规律的原因。用Sagaseta的源-汇理论得到的位移计算公式对这些规律进行了研究。  相似文献   

皖南—浙西下古生界碳沥青成因及南方海相“有效烃源岩”问题探讨   总被引：2，自引：0，他引：2  

陈安定  黄金明  杨芝文  翟爱军  吴长祥 《海相油气地质》2004,(Z1)

赋存于皖南—浙西的固体碳沥青分为古油藏裂解碳沥青和古油藏破坏次生充填碳沥青两种类型 ,阐明了两类碳沥青的不同成因机制。重新认定了浙西“康山沥青脉”为碳沥青而不是泥岩。论证了皖南、浙西碳沥青的烃源为下寒武统、中—上奥陶统至下志留统、中—上寒武统等。认为加里东运动—广西事件期间是下扬子盆地相区以下寒武统黑页岩为烃源的油藏形成和部分破坏的主要时期。针对南方的油气勘探 ,提出了只有在晚期成藏中作出贡献的源岩才是“有效烃源岩”的新概念。  相似文献   

弹塑性耦合条件下沥青混凝土的应力-应变关系     

朱晟 《岩土力学》2006,27(Z2):221-224

三轴试验的结果表明,由于应用于水利工程的沥青混凝土自身的孔隙率小,侧向作用效应十分明显,体积变形较小,且主要表现为剪胀特性,目前已有的非线性和弹塑性模型难以正确地反映复杂应力状态下的这种力学行为。考虑沥青混凝土不遵守关联流动法则和Drucker公设,其弹性系数伴随塑性变形过程而改变,建议了一个在弹塑性耦合基础上的双屈服面弹塑性模型,与室内三轴试验结果吻合良好。  相似文献   

青藏公路沥青路面下土体温度的小波分析   总被引：2，自引：2，他引：0  

文斌  吴青柏  刘永智  张中琼 《冰川冻土》2011,33(4):884-890

青藏公路多年冻土区监测断面所获得的土体温度时间序列,只在时间域中分析会忽略频域中所含的重要信息．为了揭示多年冻土区路基下土体温度随时间变化的频谱特征,运用小波变换法对自然地面下和沥青路面下温度变化的频谱特征和趋势进行分析．结果表明：2m、6m深度处温度变化均存在12月、6月和3月的周期成分及1—2月的短周期成分,其中以...  相似文献   

应用荧光显微技术判别吐哈盆地储层含油水性   总被引：2，自引：0，他引：2  

张小青  伊海生  危国亮  万永清  黄天雪 《地球科学与环境学报》2005,27(2):56-59

通过在荧光镜下的油水特征实验，分别得出油、油包水、水包油、含油水、水的荧光特征，然后对吐哈盆地单井储层的油层、水层荧光特征反复实验，并与试油结果对比，归纳总结出了油层、水层及油水界面的识别标志。油层特征主要为荧光发光较好且均匀、大面积油包水；水层特征主要为荧光发光不均匀，可动水普遍，并出现水包油现象；油水界面特征主要为荧光从均匀发光过渡到不均匀发光，孔隙由可动油充填过渡到由可动水充填。提出了吐哈盆地储层含油规律性，从而为探井试油、油层划分提供了准确可靠的依据。  相似文献   

含多裂纹沥青路面开裂机制及扩展分析   总被引：1，自引：1，他引：0  

苗雨  吕加贺  张青军  金祥月  罗辉 《岩土力学》2012,33(5):1513-1518

基于断裂力学基本理论,通过有限元数值模拟方法,研究了同时存在表面裂纹和反射裂纹的沥青路面在交通荷载作用下表面裂纹和反射裂纹开裂机制及扩展路径,深入讨论了路面材料和结构对裂纹扩展路径的影响,分析了表面裂纹的位置对反射裂纹扩展路径的影响,采用多裂纹小梁弯曲试验验证了多裂纹的扩展行为。结果表明：在交通荷载作用下,表面裂纹向着偏离载荷的方向扩展,且扩展路径几乎为直线,反射裂纹则沿着“Z”字形向上扩展;路面结构层模量和厚度的改变能够影响裂纹的扩展路径;反射裂纹总是向着存在表面裂纹的一侧扩展;小梁弯曲试验得到裂纹扩展行为与数值模拟结果一致。  相似文献   

公路路面光谱特征分析与沥青路面老化遥感监测方法初探     

金续  张显峰  罗伦  潘一凡  阳柯 《地球信息科学学报》2017,19(5):672-681

随着道路交通的快速发展,道路养护工作正变得日益繁重,如何快速获取道路路面健康状况信息,为公路养护部门提供技术支撑,已成为交通部门的迫切需求。本文通过地面光谱测量手段获取了公路路面的光谱反射数据,基于对不同谱段光谱反射吸收特征的分析,探索了沥青路面老化过程中的光谱响应变化规律。在此基础上,通过比值、归一化等数学运算构建了能反映沥青路面健康状况的光谱指数模型,并基于北京南六环良乡地区2013年9月21日的Worldview-2高分辨率遥感数据,对所构建的沥青路面健康光谱指数模型进行了有效性验证与分析。通过比较不同指数反映沥青路面老化状况的差异,筛选出几个适合沥青道路健康状况检测的光谱指数,并以地面观测数据对检测结果的精度进行了验证。结果表明：利用遥感手段可快速实现大范围道路路面健康状况的监测与评价,拓展了遥感技术的应用领域,同时为公路养护部门提供了新的技术手段。  相似文献   

Quantifying evaporation in a permeable pavement system   总被引：1，自引：0，他引：1       下载免费PDF全文

Robert A. Brown  Michael Borst 《水文研究》2015,29(9):2100-2111

Studies quantifying evaporation from permeable pavement systems are limited to a few laboratory studies and one field application. This research quantifies evaporation for a larger field application by measuring the water balance from lined permeable pavement sections. The U.S. Environmental Protection Agency constructed a 0.4 ha parking lot in Edison, NJ, that incorporated three different permeable pavement types in the parking lanes – permeable interlocking concrete pavers (PICP), pervious concrete (PC) and porous asphalt (PA). An impermeable liner installed 0.4 m below the surface in four 11.6 m by 4.74 m sections per each pavement type captures all infiltrating water and routes it to collection tanks that can contain events up to 38 mm. Each section has a design impervious area to permeable pavement area ratio of 0.66:1. Pressure transducers installed in the underdrain collection tanks measured water level for 24 months. Level was converted to volume using depth‐to‐volume ratios for individual collection tanks. Using a water balance approach, the measured infiltrate volume was compared to rainfall volume on an event basis to determine the rainfall retained in the pavement strata and underlying aggregate. Interevent evaporation created additional storage in the pavement and aggregate layers. Events were divided into three groups based on antecedent dry period (ADP) and three 4 month groups of potential evaporation based on historical monthly pan evaporation records. There was a significant difference in rainfall retained among the various combinations of ADP and potential evaporation groups. More rainfall was retained in the pavement and aggregate layers as time between events increased and during warmer months with larger potential evaporation. Average cumulative evaporation from the permeable pavement sections for 134 rainfall events in 24 months was 5.2% of the cumulative rainfall volume, and the range was 2.4–7.6%. Each PC section had more annual evaporation than any individual PICP or PA section. While measureable, evaporation is a small contribution to the total water budget on an annual basis for these systems. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

青海公路沥青路面气候影响二级分区及K值变化研究     

房建宏 《冰川冻土》2012,34(2):455-459

利用1971-2002年青海公路沿线44个气象台站的降水、气温、水汽压、相对湿度、风速、日照百分率等地面气象资料,采用Penman公式计算了蒸发力ET,应用气候诊断方法分析了潮湿系数的变化特征.结果表明:按潮湿系数,干季青海省公路沿线全部为过干区,其他季节可分为过干区、中干区和润干区.近30a以来,干季公路沿线的潮湿系数K值呈减小趋势,而过渡季节、雨季和年度潮湿系数K值均呈增大趋势.而这种变化,主要是由气候的年代际波动造成的.  相似文献