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
  • [31] Semi-rigid pavement performance and construction techniques for semiarid areas
    Pedrazo Majarrez, Fernando
    ROAD MATERIALS AND PAVEMENT DESIGN, 2013, 14 (03) : 615 - 637
  • [32] Evaluation of seismic performance of semi-rigid connected prefabricated structures
    Sunca, F.
    Akkose, M.
    INSIGHTS AND INNOVATIONS IN STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, 2016, : 342 - 347
  • [33] Mechanical properties of the semi-rigid subgrade of roads for the replacement cement with pyrolysis residues of oil sludge
    Ran, Wuping
    Wang, Shuai
    Shen, Xizhong
    Wang, Yaqiang
    Li, Yingqin
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 367
  • [34] Relative and maximum deflection daily and seasonal variation of different types of semi-rigid pavements transverse cracks
    Díez, Ma Esther Castillo
    Carreteras, 2015, 4 (204): : 18 - 25
  • [35] Semi-rigid mirrors with sparse actuators, thermal, and structural performance capabilities
    Matthews, G
    Rich, L
    Abplanalp, C
    Egerman, R
    Grover, T
    OPTOMECHANICAL ENGINEERING 2000, 2001, 4198 : 242 - 248
  • [36] Seismic design and performance of dual structures with BRBs and semi-rigid connections
    Barbagallo, F.
    Bosco, M.
    Marino, E. M.
    Rossi, P. P.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 158 : 306 - 316
  • [37] International roughness index models for HMA overlay treatment of flexible and composite pavements
    Khattak, Mohammad Jamal
    Nur, Mohammad Abdullah
    Bhuyan, Mohammad Reza-Ul-Karim
    Gaspard, Kevin
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2014, 15 (04) : 334 - 344
  • [38] SEISMIC PERFORMANCE OF WOODEN SEMI-RIGID FRAME WITH PRESTRESSED JOINT SYSTEM
    Tanigawa, Mitsutake
    Sakata, Hiroyasu
    Yamazaki, Yoshihiro
    Journal of Structural and Construction Engineering, 2024, 89 (825): : 1274 - 1285
  • [39] Using Ensemble Machine Learning to Estimate International Roughness Index of Asphalt Pavements
    Baykal, Tahsin
    Ergezer, Fatih
    Eriskin, Ekinhan
    Terzi, Serdal
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2023, 48 (4) : 2773 - 2784
  • [40] Performance assessment of steel structures with semi-rigid joints in seismic areas
    Boukhalkhal, Said Hicham
    Ihaddoudene, Abd Nacer Touati
    Da Costa Neves, Luis Filipe
    Goncalves da Silva Vellasco, Pedro Colmar
    Madi, Wafa
    INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2020, 11 (01) : 13 - 28