| 引用本文: | 但汉成,李亮,李凌.开裂沥青路面结构渗水量计算[J].哈尔滨工业大学学报,2011,43(6):105.DOI:10.11918/j.issn.0367-6234.2011.06.022 |
| DAN Han-cheng,LI Liang,LI Ling.Calculation for infiltration rate of flow in cracking asphalt pavement[J].Journal of Harbin Institute of Technology,2011,43(6):105.DOI:10.11918/j.issn.0367-6234.2011.06.022 |
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| 摘要: |
| 为合理估计路面渗水量和准确计算路面渗入率,基于裂缝渗流理论模拟了路表水的渗入情况,建立了裂缝和龟裂路面中雨水渗流的数学物理计算模型,推导出了考虑裂缝和龟裂的沥青路面雨水渗入量的理论计算公式.通过分析破损路面的渗入率和渗水量的试验结果,发现路面破损(裂缝、龟裂)对路面水渗入量的影响非常大,路面排水系统设计时须予以考虑.计算分析建立的2种模型,结果表明:应根据路面的破损程度,如路面裂缝长度、裂缝宽度、裂缝密度、路面龟裂密度和龟裂破损程度来估算路面的渗水量;在确定路面厚度后,排水基层厚度的确定,不仅与排水基层的渗透系数有关,还要考虑路面结构整体的强度要求. |
| 关键词: 渗入率 渗流理论 排水基层 路面龟裂 裂缝渗流 |
| DOI：10.11918/j.issn.0367-6234.2011.06.022 |
| 分类号:U416.217 |
| 基金项目:湖南省交通厅科技项目(200731);中南大学优秀博士论文扶植基金项目(2009ybfz05);湖南省研究生创新基金项目(CX2009B051) |
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| Calculation for infiltration rate of flow in cracking asphalt pavement |
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DAN Han-cheng1, LI Liang1, LI Ling2
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1.School of Civil engineering,Central South University,410075 Changsha,China;2.School of Civil engineering,University of Queensland,4072 Brisbane QLD,Australia)
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| Abstract: |
| Based on the crack seepage theory for simulating the water infiltration in pavement,a mathematical model for calculating infiltration rate of pavement with cracks has been established and the theoretical calculation formula of infiltration rate has been deduced.The formula can be applied to evaluate the infiltration,optimize the drainage design and improve the efficiency of drainage system.Further,the map cracks distributed in pavement are also considered and included in another mathematical model for calculating the infiltration rate in pavement with map cracks.The experimental results for the infiltration rate and flow quantity of damaged pavement show that cracks and map cracks give a great contribution to the water quantity infiltrating into the pavement.It is suggested that the design of infiltration rate should take the cracks and map cracks into consideration reasonably.By calculating and analyzing the two models established in this paper,it shows that the evaluation of infiltration rate should be conducted according to the damage degree of pavement,such as crack length,crack width,crack density and the distribution of map cracks throughout pavement.Additionally,if the thickness of surface course of pavement is determined,the thickness of permeable base not only depends on the permeability coefficient of the material of permeable base but also the strength of pavement structure. |
| Key words: infiltration rate percolation theory permeable base map crack crack seepage |
