|Table of Contents|

Differences Among General Pavement, Bridge Deck and Tunnel Pavement Based on PQI Inspection Data(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2019年03期
Page:
46-54
Research Field:
Publishing date:

Info

Title:
Differences Among General Pavement, Bridge Deck and Tunnel Pavement Based on PQI Inspection Data
Author(s):
SHI Xiao-li1 WANG Ya-qiong1 ZHANG Ming1 WANG Feng2 ZHANG Ping2
(1. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China; 2. Shaanxi Provincial Communication Construction Group, Xi'an 710075, Shaanxi, China)
Keywords:
pavement project pavement quality index PQI inspection data difference of PQI budget for road routine maintenance
PACS:
U416
DOI:
-
Abstract:
The historical pavement quality index(PQI)test data taken from six highways that were over five years old, were analyzed by comparative analysis of the absolute values and the different values of PQI. The analysis of absolute values demonstrates that the general pavement has the same variation tendency with the 300-500 m and 500-1 000 m bridge decks, and the difference of PQI is within ±1. A completely different tendency is present within the big bridge decks and general pavement, where the maximum PQI difference is 3.54. The same variation tendency is found within the general pavement, short and medium tunnel pavement, where the PQI is within ±1.5. The PQI of the long tunnel pavement has a completely different trend from that of the general pavement, with the maximum difference of 7.48. The analysis of different values shows that as the bridge length and the tunnel length increase, the PQI difference of general pavement and bridge decks varies from a general difference to a large difference. The PQI difference of the general road pavement and the tunnel pavement shifts from a general difference to a significant difference. The big bridge decks, long tunnel pavement, and super-long tunnel pavements need to be treated differently from other pavements when forming a pavement routine maintenance scheme. In compiling the budget list for minor repairs of pavement, separate details of “super-large bridge deck”, “long and super-long tunnel pavement” should be compiled, and the work amount of minor repairs and cost calculation should be carried out respectively, and the precision and accuracy of pavement repair budget can be improved.

References:


[1] LAI J X,WANG K Y,QIU J L,et al.Vibration Response Characteristics of the Cross Tunnel Structure[J].Shock and Vibration,2016,2016:9524206.
[2]LAI J X,MAO S,QIU J L,et al.Investigation Progresses and Applications of Fractional Derivative Model in Geotechnical Engineering[J].Mathematical Problems in Engineering,2016,2016:9183296.
[3]JTG D50—2017,公路沥青路面设计规范[S].
JTG D50—2017,Specifications for Design of Highway Asphalt Pavement[S].
[4]JTG D40—2011,公路水泥混凝土路面设计规范[S].
JTG D40—2011,Specifications for Design of Highway Cement Concrete Pavement[S].
[5]JTG D60—2015,公路桥涵设计通用规范[S].
JTG D60—2015,General Specifications for Design of Highway Bridges and Culverts[S].
[6]JTG D70—2004.公路隧道设计规范[S].
JTG D70—2004,Code for Design of Road Tunnel[S].
[7]MAO M,YU X.A Method of Expressway Pavement Performance Prediction[C]// PENG Q. Proceedings of the Second International Conference on Transportation Engineering.New York:ASCE,2009:433-438.
[8]LAI J X,QIU J L,FAN H B,et al.Fiber Bragg Grating Sensors-based in Situ Monitoring and Safety Assessment of Loess Tunnel[J].Journal of Sensors,2016,2016:8658290.
[9]CAO W,NOROUZI A,KIM Y R.Application of Viscoelastic Continuum Damage Approach to Predict Fatigue Performance of Binzhou Perpetual Pavements[J].Journal of Traffic and Transportation Engineering:English Edition,2016,3(2):104-115.
[10]纪红燕,王 钢,俞长青,等.基于决策树的沥青路面使用性能评价与预测研究[J].公路,2016(4):18-22.
JI Hong-yan,WANG Gang,YU Chang-qing,et al.Study on the Evaluation and Prediction of Asphalt Pavement Performance Based on the Decision Tree[J].Highway,2016(4):18-22.
[11]潘怀兵.基于主成分分析法的沥青路面使用性能评价[J].重庆交通大学学报:自然科学版,2010,29(6):888-890.
PAN Huai-bing.Evaluation of Asphalt Pavement Performance Based on Principal Component Analysis Method[J].Journal of Chongqing Jiaotong University:Natural Science 2010,29(6):888-890.
[12]李清富,胡群芳,刘 文,等.基于灰色聚类决策的沥青路面使用性能评价[J].郑州大学学报:工学版,2003,24(2):44-47.
LI Qing-fu,HU Qun-fang,LIU Wen,et al.Asphalt Pavement Performance Evaluation Based on Gray-clustering Decision[J].Journal of Zhengzhou University:Engineering Science,2003,24(2):44-47.
[13]谢 峰.基于BP神经网络的高速公路路面性能预测[J].公路交通科技:应用技术版,2015(9):73-75.
XIE Feng.Prediction of Expressway Pavement Performance Based on BP Neural Network[J].Journal of Highway and Transportation Research and Development:Applied Technology Edition,2015(9):73-75.
[14]郭玲玲.基于遗传神经网络的路面使用性能评价预测[J].公路工程,2017,42(4):223-227,236.
GUO Ling-ling.Pavement Performance Evaluation and Prediction Based on Genetic Neural Network[J].Highway Engineering,2017,42(4):223-227,236.
[15]何铁军,黄 卫.模糊神经网络在沥青路面使用性能评价中的应用[J].公路交通科技,2000,17(4):15-18.
HE Tie-jun,HUANG Wei.Application of Fuzzy Neural Network in Bitumen Pavement Performance Assessment[J].Journal of Highway and Transportation Research and Development,2000,17(4):15-18.
[16]刘 苏.混凝土桥沥青混凝土桥面铺装层间稳定性分析[D].西安:长安大学,2017.
LIU Su.Stability Analysis of Asphalt Concrete Bridge Deck Pavement for Concrete Bridge[D].Xi'an:Chang'an University,2017.
[17]SHI C X,GUO Z Y.Mechanical Properties of Asphalt Pavement Structure in Highway Tunnel[J].Journal of Shanghai Jiaotong University:Science,2008,13(2):206-210.
[18]许新权,吴传海,李善强,等.基于大样本数据的广东省公路隧道路面安全性能调查研究[J].武汉理工大学学报:交通科学与工程版,2016,40(6):1116-1119,1124.
XU Xin-quan,WU Chuan-hai,LI Shan-qiang,et al.Investigation on Safety Performance of Highway Tunnel Pavement Based on Large Sample Data in Guangdong Province[J].Journal of Wuhan University of Technology:Transportation Science & Engineering,2016,40(6):1116-1119,1124.
[19]刘慧敏.高速公路沥青混凝土路面使用性能评价及养护决策研究[J].公路,2006(8):325-327.
LIU Hui-Min.Study on Evaluation and Maintenance Decision of Expressway Asphalt Concrete Pavement Performance[J].Highway,2006(8):325-327.
[20]李巧茹,郭知洋,王耀军,等.基于PCA-SVM的高速公路沥青路面使用性能评价[J].北京工业大学学报,2018,44(2):283-288.
LI Qiao-ru,GUO Zhi-yang,WANG Yao-jun,et al.Evaluation of Freeway Asphalt Pavement Performance Based on PCA-SVM[J].Journal of Beijing University of Technology,2018,44(2):283-288.
[21]卢纯洁.高速公路沥青路面养护技术及路面状况评价研究[D].广州:华南理工大学,2016.
LU Chun-jie.Research on Pavement Maintenance Technology and Pavement Condition Evaluation of Expressway Asphalt Pavement[D].Guangzhou:South China University of Technology,2016.
[22]张 亮.沥青路面性能预测及预防性养护技术方案选择分析[D].广州:华南理工大学,2012.
ZHANG Liang.Asphalt Pavement Performance Prediction and Analysis of Selecting Preventive Maintenance Schemes[D].Guangzhou:South China University of Technology,2012.
[23]ABULIZI N,KAWAMURA A,TOMIYAMA K,et al.Measuring and Evaluating of Road Roughness Conditions with a Compact Road Profiler and ArcGIS[J].Journal of Traffic and Transportation Engineering:English Edition,2016,3(5):398-411.
[24]HONG F,PROZZI J A,PROZZI J.A New Approach for Allocating Highway Costs[J].Journal of the Transportation Research Forum,2007,46(2):5-19.
[25]何亚斌,童申家,温 娟.混凝土连续梁桥沥青铺装有限元分析[J].交通科技与经济,2009,11(4):39-41.
HE Ya-bin,TONG Shen-jia,WEN Juan.The Stress Analysis of Continuous Concrete Bridge Deck Pavement[J].Technology & Economy in Areas of Communications,2009,11(4):39-41.
[26]RYE S W,PARK J Y,KIM H B,et al.Behavior and Performance Evaluation of a Concrete Pavement Considering the Temperature Condition in a Tunnel[J].International Journal of Highway Engineering,2016,18(2):11-18.

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Last Update: 2019-05-23