Journal of Jilin University(Engineering and Technology Edition) ›› 2021, Vol. 51 ›› Issue (6): 2137-2143.doi: 10.13229/j.cnki.jdxbgxb20210191

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Evaluation of pavement performance of asphalt mixture based on extension analytic hierarchy process

Wei-zhi DONG(),Shuang ZHANG,Fu ZHU()   

  1. College of Transportation Science and Engineering，Jilin Jianzhu University，Changchun 130118，China
  • Received:2021-03-12 Online:2021-11-01 Published:2021-11-15
  • Contact: Fu ZHU E-mail:dongweizhi@jlju.edu.cn;zhufu@jlju.edu.cn

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Abstract:

A method applying extension analytic hierarchy process （EAHP） was proposed to evaluate asphalt mixture road performance whose comprehensive evaluation index has the characteristics of multi-hierarchic and multi-factors. This method used interval number instead of point number to construct judgment matrix， and used correlation function to simplify extension interval number and calculate weight vector. Through the construction of comprehensive evaluation system of asphalt mixture pavement performance， the determination of extension interval number judgment matrix， the calculation of feature vector， and the consistency test， the single weight and total sorting weight were obtained. Based on the classification and grading method of asphalt mixture pavement performance index and considering the impact of weights， the asphalt mixture road performance in three sections of Jicao Expressway was comprehensively evaluated. The results show that the comprehensive score of 23 section is the highest and the road performance is the best.

Key words: road engineering, asphalt mixtures, pavement performance, extension analytic hierarchy process （EAHP） method, evaluation index score

CLC Number: 

  • U416

Fig.1

Evaluation system of asphalt mixtureroad performance"

Table 1

Value rule of element bij"

标度值含 义
1表示两个元素相比，两者同等重要。
3表示两个元素相比，前者比后者稍微重要。
5表示两个元素相比，前者比后者明显重要。
7表示两个元素相比，前者比后者强烈重要。
9表示两个元素相比，前者比后者极端重要。

Table 2

Grading standard of asphalt mixture road performance"

指标级别ⅠⅡⅢⅣⅤ
动稳定度/（次·mm-1）>45003000~45002400~30002000~2400<2000
马歇尔稳定度/kN>1210~128~106~8<6
沥青饱和度/%69~70，70~7167~69，71~7365~67，73~7560~65，75~80<60，>80
低温弯曲破坏应变/με>35002800~30002500~28002500~2800<2500
浸水马歇尔残留稳定度/%>9590~9580~9060~80<60
冻融劈裂强度比/%>9385~9375~8560~75<60
空隙率/%3.75~4.0，4.0~4.53.5~3.75，4.5~5.03.0~3.5，5.0~6.02.5~3.0，6.0~7.0<2.5，>7.0

Fig.2

Gradation curve of AC-20 asphalt mixtures"

Table 3

Actual value of each evaluation index"

指标07标段19标段23标段
动稳定度/（次·mm-1）623128167350
马歇尔稳定度/kN11.213.1912.5
沥青饱和度/%70.666.269.7
低温弯曲破坏应变/με324232184982
浸水马歇尔残留稳定度/%9283.391.5
冻融劈裂强度比/%90.786.292.3
空隙率/%4.24.13.9

Table 4

O-A extension interval numberjudgmentmatrix and weight"

O-AA1A2A3权重
A1〈1.0，1.0〉〈0.67，0.91〉〈1.1，1.5〉0.401
A2〈1.1，1.5〉〈1.0，1.0〉〈1.2，1.6〉0.447
A3〈0.67，0.91〉〈0.63，0.83〉〈1.0，1.0〉0.152

Table 5

A1-C extension interval numberjudgmentmatrix and weight"

A1-CC1C2C3权重
C1〈1.0，1.0〉〈1.1，1.5〉〈1.2，1.6〉0.447
C2〈0.67，0.91〉〈1.0，1.0〉〈1.1，1.5〉0.401
C3〈0.63，0.83〉〈0.67，0.91〉〈1.0，1.0〉0.152

Table 6

A3-C extension interval numberjudgmentmatrix and weight"

A3-CC5C6C7权重
C5〈1.0，1.0〉〈1.0，1.0〉〈1.1，1.5〉0.421
C6〈1.0，1.0〉〈1.0，1.0〉〈1.1，1.5〉0.421
C7〈0.67，0.91〉〈0.67，0.91〉〈1.0，1.0〉0.158

Table 7

Feature vector x- and x+"

O-AA1-CA3-C
x-x+x-x+x-x+
0.3320.3240.3650.4330.3440.375
0.3650.4330.3320.3240.3440.375
0.3030.2420.3030.2420.3130.250

Table 8

k value and m value"

O-AA1-CA3-C
k0.9980.9981.000
m1.0001.0001.000

Table 9

Weight and score of road performance index"

指标权重07标段19标段23标段
动稳定度/（次·mm-1）0.17996.0770.40100.00
马歇尔稳定度/kN0.16184.00100.0090.00
沥青饱和度/%0.06196.0069.0097.00
低温弯曲破坏应变/με0.44782.2681.54100.00
浸水马歇尔残留稳定度/%0.06481.0064.9579.50
冻融劈裂强度比/%0.06485.6977.2588.69
空隙率/%0.22494.0092.0096.00

Fig.3

Comprehensive evaluation result of asphaltmixture road performance"

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