THE EFFECTS OF USING FOAMED BITUMEN AND BITUMEN EMULSION IN THE COLD RECYCLING TECHNOLOGY

被引:0
|
作者
Iwanski, Marek [1 ]
Chomicz-Kowalska, Anna [1 ]
机构
[1] Kielce Univ Technol, Al 1000 Lecia PP 7, PL-25314 Kielce, Poland
关键词
foamed bitumen; bitumen emulsion; base course; expansion ratio; half-life time; cold recycling technology;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Due to the climatic conditions in the Central European countries road pavement structure should be water and frost resistant. This problem is especially important for pavements rehabilitated with the cold recycling technology. The aim of the research project was to determine the impact of foamed bitumen and bitumen emulsion content on the physical and mechanical properties of the base course with the cold recycling technology and to determine its water and frost resistance. The bitumen binder was added to the recycled material in the amount of 2.0% to 3.5 % with changes every 0,5%, and hydraulic binder (cement) of 1.0%. The test showed that the application of foamed bitumen in the base course materials results in an improvement its mechanical properties (Marshall stability and stiffness, static creep modulus and indirect tensile strength) in comparison to bitumen emulsion. The measurements of water and frost resistance (according to AASHTO 1283) and the resistance to low temperature cracking (according to PANK 4303) have showed that the use of foamed bitumen results in higher resistance to these climatic factors than in case of the application of the bitumen emulsion as a binder in the cold base course mixes.
引用
收藏
页码:1089 / +
页数:3
相关论文
共 50 条
  • [21] AGGREGATES RECYCLING USED ON FOAMED BITUMEN ASPHALT LAYERS
    Burlacu, Adrian
    Peticila, Marian
    Racanel, Carmen
    Obada, Mihail
    Treiconi, Cristian
    GEOCONFERENCE ON ENERGY AND CLEAN TECHNOLOGIES, VOL II, 2014, : 27 - 34
  • [22] Performance of cold recycling materials with foamed bitumen and increasing percentage of reclaimed asphalt pavement
    Dal Ben, Matteo
    Jenkins, Kim J.
    ROAD MATERIALS AND PAVEMENT DESIGN, 2014, 15 (02) : 348 - 371
  • [23] Review and evaluation of cold recycling with bitumen emulsion and cement for rehabilitation of old pavements
    Dolzycki, Bohdan
    Jaskula, Piotr
    JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2019, 6 (04) : 311 - 323
  • [24] Review and evaluation of cold recycling with bitumen emulsion and cement for rehabilitation of old pavements
    Bohdan Do? ?ycki
    Piotr Jasku?a
    Journal of Traffic and Transportation Engineering(English Edition), 2019, (04) : 311 - 323
  • [25] Development of Cold In-Place Recycling with Bitumen Emulsion and Biomass Bottom Ash
    Suarez-Macias, Jorge
    Maria Terrones-Saeta, Juan
    Javier Iglesias-Godino, Francisco
    Antonio Corpas-Iglesias, Francisco
    CRYSTALS, 2021, 11 (04):
  • [26] METHODOLOGY OF COLD IN-SITU RECYCLING OF RECLAIMED ASPHALT PAVEMENT (RAP) USING FOAMED BITUMEN IN HONG KONG
    He, Guiping
    Wong, Wing-gun
    TRANSPORTATION IN THE INFORMATION AGE: PROCEEDINGS OF THE 7TH CONFERENCE OF HONG KONG SOCIETY FOR TRANSPORTATION STUDIES, 2002, : 199 - 207
  • [27] Evaluating dynamic modulus of cold in-place recycling mixture with foamed bitumen using field core samples
    Cheng, Zhiqiang
    Kong, Fansheng
    Gao, Xuekai
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 448
  • [28] Study of the Stiffness of the Bitumen Emulsion Based Cold Recycling Mixes for Road Base Courses
    Konieczna, Katarzyna
    Pokorski, Piotr
    Sorociak, Wojciech
    Radziszewski, Piotr
    Zymelka, Dawid
    Krol, Jan Boleslaw
    MATERIALS, 2020, 13 (23) : 1 - 16
  • [29] Rheological characterisation of cold bitumen emulsion slurries
    Mignini, Chiara
    Lo Presti, Davide
    Airey, Gordon
    Graziani, Andrea
    ROAD MATERIALS AND PAVEMENT DESIGN, 2021, 22 (S1) : S232 - S250
  • [30] Examining the effects of contributory factors on curing of Cold Bitumen Emulsion Mixtures
    Nassar, Ahmed I.
    Thom, Nicholas H.
    Parry, Tony
    FUNCTIONAL PAVEMENT DESIGN, 2016, : 120 - 120