Laboratory characterisation and field validation of geogrid-reinforced asphalt pavements

被引:60
|
作者
Pasquini, Emiliano [1 ]
Bocci, Maurizio [1 ]
Ferrotti, Gilda [1 ]
Canestrari, Francesco [1 ]
机构
[1] Univ Politecn Marche, Dept Civil & Bldg Engn & Architecture, Ancona, Italy
关键词
fibreglass geogrids; field trial; in situ monitoring; interface shear properties; flexural strength; PERFORMANCE;
D O I
10.1080/14680629.2012.735797
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to improve the mechanical properties of pavements, reinforcement systems can be employed in asphalt layers. However, the presence of a grid at the interface causes an interlayer de-bonding effect. Moreover, a real challenge is related to the proper in situ installation of grids. The present research aims to evaluate the effectiveness of pavement rehabilitation with fibreglass geogrids. To this purpose, a real-scale field trial was constructed and monitored through Falling Weight Deflectometer measurements. Interface shear tests and flexural tests were also carried out on double-layered samples prepared in the laboratory reproducing real-scale field trial characteristics. Moreover, shear tests were also performed on in situ cored specimens. Results mainly showed that a proper installation of the reinforcement is fundamental in order to obtain suitable test results and good pavement performance.
引用
收藏
页码:17 / 35
页数:19
相关论文
共 50 条
  • [21] Thermomechanical characterisation of asphalt pavements in laboratory conditions
    Houel, Adrien
    Arnaud, Laurent
    Dumont, Andre-Gilles
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2010, 11 (06) : 441 - 447
  • [22] Laboratory Performance of Geogrid-reinforced Soils Subjected to Freezing and Thawing
    Alfaro, Marolo C.
    Pathak, Yadav P.
    GEOTECHNICAL TESTING JOURNAL, 2012, 35 (05): : 784 - 795
  • [23] GEOGRID REINFORCEMENT OF ASPHALT PAVEMENTS
    Zofka, Adam
    Maliszewski, Maciej
    Zofka, Ewa
    Paliukaite, Migle
    Zalimiene, Laura
    BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2017, 12 (03): : 181 - 186
  • [24] Performance of geogrid-reinforced ballast
    Nottingham Centre for Geomechanics, School of Civil Engineering, University of Nottingham, Nottingham, United Kingdom
    不详
    Ground Eng., 2006, 1 (26-30):
  • [25] Fracture strength of geogrid-reinforced concrete pavements with carbon-fiber composites insertion
    Guirous, Lydia
    Abdessemed, Mouloud
    Ouadah, Noureddine
    MATERIA-RIO DE JANEIRO, 2024, 29 (03):
  • [26] Strain distribution along geogrid-reinforced asphalt overlays under traffic loading
    Correia, N. S.
    Zornberg, J. G.
    GEOTEXTILES AND GEOMEMBRANES, 2018, 46 (01) : 111 - 120
  • [27] Construction, instrumentation and field performance of geogrid-reinforced unpaved roads
    El Tawati, Abdalla
    El Naggar, M. Hesham
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2022, 175 (03) : 196 - 208
  • [28] Laboratory test on the performance of geogrid-reinforced and pile-supported embankment
    Shen, S. L.
    Du, Y. J.
    Hayashi, S.
    NEW HORIZONS IN EARTH REINFORCEMENT, 2008, : 745 - 749
  • [29] Laboratory Study of the Behavior of Geogrid-Reinforced Strip Foundations with Inclined Loading
    Hassani, Mehran
    Shokri, Masoud
    Ghanbari, Ali
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2023, 41 (06) : 3335 - 3347
  • [30] Laboratory evaluation of interfacial mechanical properties in geogrid-reinforced bituminous layers
    Solatiyan, Ehsan
    Bueche, Nicolas
    Carter, Alan
    GEOTEXTILES AND GEOMEMBRANES, 2021, 49 (04) : 895 - 909