Modeling the international roughness index performance on semi-rigid pavements in single carriageway roads

被引:45
|
作者
Perez-Acebo, Heriberto [1 ]
Gonzalo-Orden, Hernan [2 ]
Findley, Daniel J. [3 ]
Roji, Eduardo [4 ]
机构
[1] Univ Basque Country UPV EHU, Mech Engn Dept, P Rafael Moreno Pitxitxi 2, Bilbao 48013, Spain
[2] Univ Burgos, Dept Civil Engn, C Villadiego S-N, Burgos 09001, Spain
[3] North Carolina State Univ, Inst Transportat & Res Educ, Centennial Campus Box 8601, Raleigh, NC 27695 USA
[4] Univ Basque Country, Mech Engn Dept, UPV EHU, Alda Urquijo S-N, Bilbao 48013, Spain
关键词
International Roughness Index; IRI; Pavement performance model; Semi-rigid pavement; Pavement management system; Deterministic model; Pavement roughness; Deterioration model; treated base; Pavement deterioration; ASPHALT PAVEMENT; NEURAL-NETWORK; PREDICTION; DETERIORATION; CRACK;
D O I
10.1016/j.conbuildmat.2020.121665
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Pavement deterioration models are a vital feature in any pavement management system since they are capable of predicting the evolution of pavement characteristics. Pavement roughness is measured by most of the highway administrations due to its relation to comfort and safety, generally by means of the International Roughness Index (IRI). The Regional Government of Biscay (Spain) has collected IRI values since 2000 on its road network. Although many models have been developed for flexible pavements, very few have been proposed for semi-rigid pavements. The paper aims to develop IRI prediction models for semi-rigid pavements in single-carriageway roads. Considering the high quantity of available information in the database, deterministic models were selected. Due to the importance of the pavement structure in IRI evolution observed in flexible models, only segments with completely known pavement details were employed, i.e., a section where the complete structure is known: materials and thickness of existing layers above the subgrade. The pavement age, as precise as practical, and the accumulated total traffic and heavy traffic through the section were identified as roughness accelerating factors. Conversely, the materials used in base and subbase layers, their thickness, and the total thickness of bituminous layers were observed as degradation reducing factors. Possible treated base and subbase materials included in the model were soil-cement, gravel-cement, and gravel and slag. The obtained model achieved a determination coefficient (R-2) of 0.569. Additionally, the bituminous material of the surface layer was verified as an affecting factor too, which can be introduced to improve the model's accuracy. Possible surface layer materials included dense (D) and semi-dense (S) asphalt concrete, with a maximum aggregate diameter of 16 and 22 mm, discontinuous mixing (BBTM 11A) and porous asphalt (PA 11). The additional model achieved a higher determination coefficient (0.645) and, hence, a more accurate IRI prediction resulted. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:16
相关论文
共 50 条
  • [41] Seismic performance of semi-rigid steel-concrete composite frames
    Senthilkumar, R.
    Kumar, S. R. Satish
    STRUCTURES, 2020, 24 : 526 - 541
  • [42] Rutting Performance of Semi-Rigid Base Pavement in RIOHTrack and Laboratory Evaluation
    Li, Sheng
    Fan, Mengmeng
    Xu, Lukai
    Tian, Wendi
    Yu, Huanan
    Xu, Ke
    FRONTIERS IN MATERIALS, 2021, 7
  • [43] Study on anti-brushing performance of semi-rigid base course
    Hao, Peiwen
    Hu, Changshun
    Zhang, Bingqian
    Huang, Yongjun
    Xi'an Gonglu Xueyuan Xuebao/Journal of Xi'an Highway Transportation University, 2000, 20 (02): : 8 - 11
  • [44] Structural performance of semi-rigid composite frame under column loss
    Guo, Lanhui
    Gao, Shan
    Fu, Feng
    ENGINEERING STRUCTURES, 2015, 95 : 112 - 126
  • [45] Global performance of steel moment resisting frames with semi-rigid joints
    Dubina, D
    Ciutina, A
    Stratan, A
    Dinu, F
    STABILITY AND DUCTILITY OF STEEL STRUCTURES, 1999, : 367 - 375
  • [46] Seismic Fragility Curves for Performance of Semi-rigid Connections of Steel Frames
    Saadi, Mohamed
    Yahiaoui, Djarir
    Lahbari, Noureddine
    Tayeb, Bouzid
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2021, 7 (07): : 1112 - 1124
  • [47] Study on anti-brushing performance of semi-rigid base course
    Hao, Peiwen
    Hu, Changshun
    Zhang, Bingqian
    Huang, Yongjun
    2000, Sci Publ House (20):
  • [48] Grey Relational Analysis of Fatigue Performance of Semi-rigid Pavement Structure
    Sun, Zhaohui
    Ma, Jing
    Su, Xuemei
    Yang, Guofeng
    Hou, Zhanqiang
    MATERIAL SCIENCE, CIVIL ENGINEERING AND ARCHITECTURE SCIENCE, MECHANICAL ENGINEERING AND MANUFACTURING TECHNOLOGY II, 2014, 651-653 : 1164 - +
  • [49] Evaluation of Smoothness of Louisiana Pavements Based on International Roughness Index and Ride Number
    Titi, Hani H.
    Rasoulian, Masood
    JORDAN JOURNAL OF CIVIL ENGINEERING, 2008, 2 (03) : 238 - 249
  • [50] Mechanical modeling of semi-rigid joints for the analysis of framed steel and composite structures
    Tschemmernegg, F
    Queiroz, G
    CONNECTIONS IN STEEL STRUCTURES III: BEHAVIOUR, STRENGTH AND DESIGN, 1996, : 237 - 247