Journal of Jilin University(Engineering and Technology Edition) ›› 2022, Vol. 52 ›› Issue (10): 2343-2351.doi: 10.13229/j.cnki.jdxbgxb20210246

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Numerical simulation of humidity field of typical cracks in asphalt pavement

Xiao-he YU1,2,3(),Rong LUO1,3,Zi-yao LIU4,Ting-ting HUANG1,3,Yu SHU1,3   

  1. 1.School of Transportation and Logistics Engineering,Wuhan University of Technology,Wuhan 430063,China
    2.Hubei Communications Investment Group Co. ,Ltd. ,Wuhan 430101,China
    3.Hubei Highway Engineering Technology Research Center,Wuhan 430063,China
    4.Wuhan Municipal Engineering Design & Research Institute Co. ,Ltd. ,Wuhan 430023,China
  • Received:2021-03-13 Online:2022-10-01 Published:2022-11-11

Abstract:

In order to clarify the humidity status of the typical cracks in the asphalt pavement during the initiation and development, the humidity field simulation results of the top-down cracks and reflection cracks of the asphalt pavement was carried out, and the variation law of depth and water vapor concentration at top-down cracks and reflection cracks was clarified. The results show that the double sine function model established can better describe the change of relative humidity of atmosphere. The moisture concentration at the top-down cracks is lower than that of the normal pavement, and the moisture concentration at the reflection cracks is higher than that on the normal pavement. This result can be used as a theoretical basis for the research on the initiation and development of cracks under actual humidity and the rational evaluation of the service performance of asphalt pavements.

Key words: road engineering, asphalt pavement, humidity field, top-down cracks, reflection cracks, water vapor concentration

CLC Number: 

  • U416.217

Fig.1

Structure composition of typical asphaltpavement"

Fig.2

Top-down cracks and reflection cracks"

Fig.3

Distress structure model of top-down cracks and reflection cracks"

Fig.4

Typical structure model of asphalt pavement"

Fig.5

Finite element model of top-down cracks andreflection cracks"

Fig.6

Changes in relative humidity in July 2020"

Table 1

Statistics of average relative humidity at each time in July in Central China"

t/时刻相对湿度/%t/时刻相对湿度/%
平均值83.0
0∶0092.412∶0063.8
1∶0093.613∶0061.0
2∶0095.014∶0059.2
3∶0098.515∶0063.6
4∶0099.116∶0069.7
5∶0098.317∶0077.0
6∶0095.918∶0081.9
7∶0092.319∶0087.3
8∶0084.920∶0088.8
9∶0076.021∶0090.2
10∶0071.422∶0091.4
11∶0066.923∶0092.6

Fig.7

Fitting curve of relative humidity at every moment"

Table 2

Fitting parameter value of relative humidity curve fitting at each moment"

参数ABH1H2HxR2
双正弦函数0.9100.09279.2020.003.3160.985

Table 3

Absolute humidity value at each moment"

t/时刻

温度

/℃

相对湿度/%

绝对湿度

/(g·m-3

水气浓度

/(g·mol-1

0∶0029.692.427.401.5222
1∶0028.693.626.291.4606
2∶0028.19525.961.4422
3∶0027.898.526.481.4711
4∶0027.499.126.061.4478
5∶0027.698.326.131.4517
6∶0028.795.927.081.5044
7∶0030.292.328.281.5711
8∶0031.284.927.451.5250
9∶0032.07625.641.4244
10∶0032.971.425.271.4039
11∶0033.766.924.691.3717
12∶0034.263.824.181.3433
13∶0035.06124.101.3389
14∶0035.559.224.001.3333
15∶0035.563.625.791.4328
16∶0035.069.727.541.5300
17∶0034.27729.181.6211
18∶0033.781.930.231.6794
19∶0033.487.331.721.7622
20∶0032.888.831.261.7367
21∶0032.390.230.921.7178
22∶0031.491.429.871.6594
23∶0030.592.628.831.6017

Fig.8

Law of absolute humidity change at every moment"

Table 4

Diffusion coefficient of each structural layer of asphalt pavement"

结构层结构类型厚度/cm4∶0014∶00
温度/℃扩散系数D/(mm2·s-1温度/℃扩散系数D/(mm2·s-1
沥青路面SMA?13426.7150.772151.0992.6387
AC?20C624.6180.753641.5511.7692
AC?25C822.6400.931433.7011.6265
基 层5%水稳层2020.9840.663826.2860.8671
3%水稳层2020.1550.636622.4030.7130

Table 5

Diffusion coefficient of typical cracks"

病害类型t/时刻顶部温度/℃底部温度/℃平均温度/℃

扩散系数

D/(mm2·s-1

表面裂缝4:0027.78127.76027.77129.8071
14:0057.08956.99357.04134.2601
反射裂缝4:0027.76020.03523.89829.2335
14:0056.99321.64239.31831.5391

Fig.9

Simulation results of top-down crack humidity field in 4:00"

Fig.10

Simulation results of top-down crack humidity field in 14:00"

Fig.11

Simulation results of reflection crack humidity field in 4:00"

Fig.12

Simulation results of reflection crack humidity field in 14:00"

Table 6

Transient moisture concentration of typical diseases of various asphalt pavements at different depths"

t/时刻深度/cm正常道路表面裂缝反射裂缝
4∶0000.48250.48250.4825
40.51390.50380.5139
100.55550.53880.5732
140.58350.55140.6169
180.61110.56790.6601
230.64890.60140.6975
280.68960.65640.7182
330.73780.71810.7456
380.77800.77800.7810
580.96000.96000.9600
14∶0000.48240.48240.4824
40.51310.50540.5199
100.55560.53440.5740
140.58350.55230.6182
180.60720.56850.6634
230.64890.59880.7015
280.68960.65030.7352
330.73450.71280.7612
380.78230.78230.7937
580.96000.96000.9600

Fig.13

Relationship between asphalt pavement depth and moisture concentration"

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