A life cycle assessment study of pre-stressed concrete poles in Thailand

被引:6
|
作者
Phrommarat, Bhanupong [1 ]
Arromdee, Porametr [2 ]
机构
[1] Silpakorn Univ, Fac Sci, Dept Environm Sci, Nakhon Pathom, Thailand
[2] Silpakorn Univ, Fac Engn & Ind Technol, Dept Mech Engn, LACTES, Nakhon Pathom, Thailand
关键词
Life cycle assessment; environmental planning; impact assessment; sustainability; pre-stressed concrete poles; UTILITY POLES; CO2; EMISSIONS; STEEL;
D O I
10.1080/15623599.2019.1683438
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In recent years, global societies are increasingly concerning about environmental quality and seeking ways to mitigate environmental impacts. As such, the complete environmental profile of products is required to make the products more environmentally friendly. This study undertook a cradle-to-grave life cycle assessment (LCA) of pre-stressed concrete pole production to identify the environmental impacts from these production processes. The methodology used in this case study of a concrete pole manufacturer in Thailand was based on the environmental aspects and the impacts of processes, guided by ISO 14040:2006 and ISO 14044:2006 frameworks, before comparing the results with those for other types of utility poles in other studies. The results showed that the most significant impact of the pre-stressed concrete pole in this case study, when comparing life cycle stages, originated from transportation. After transportation, raw materials, particularly cement and steel, played important roles in contributing the most to environmental impacts. Other phases, such as installation, in-plant processing, and disposal, showed a rather limited impact in the overall results. The current study is the primary stage of a life cycle assessment (LCA) study on utility poles in Thailand. It could be beneficial in supplementing information on the environmental impacts of utility poles.
引用
收藏
页码:1053 / 1064
页数:12
相关论文
共 50 条
  • [21] Experiment study of retard-bonded pre-stressed concrete structure
    Liu, Ting-Bin
    Zhao, Jian-Chang
    CIVIL ENGINEERING AND URBAN PLANNING IV, 2016, : 713 - 720
  • [22] The effect of electrochemical chloride extraction on pre-stressed concrete
    Siegwart, M
    Lyness, JF
    McFarland, BJ
    Doyle, G
    CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (08) : 585 - 594
  • [23] Optimal Design of Pre-stressed Concrete Coal Silo
    Li, Xiao-ke
    Li, He
    Wang, Xiao-qian
    Liu, Shi-ming
    3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015, 2015, : 845 - 849
  • [24] PERFORMANCE OF DRIVEN PRE-STRESSED CONCRETE PILES.
    Evans, G.L.
    Hong Kong engineer, 1987, 15 (03): : 9 - 14
  • [25] DESIGN METHODS FOR SHEAR OF REINFORCED AND PRE-STRESSED CONCRETE
    RIEVE, JJ
    FORSCHUNG IM INGENIEURWESEN-ENGINEERING RESEARCH, 1978, 44 (05): : 147 - 157
  • [26] MODELING THE BEHAVIOR OF PRE-STRESSED CONCRETE RAILROAD TIES
    Haynes, Mark D.
    Wu, Chih-Hang John
    Bodapati, Naga Narendra B.
    Beck, B. Terry
    Peterman, Robert J.
    PROCEEDINGS OF THE ASME JOINT RAIL CONFERENCE, 2015, 2015,
  • [27] Structural loading tests of pre-cast, pre-stressed, tapered concrete poles and frames with steel cross-arms
    Durden, H
    Mayo, D
    Ostendorp, M
    STRUCTURAL ENGINEERING IN THE 21ST CENTURY, 1999, : 995 - 998
  • [28] SRAP Pre-stressed Reinforcing Techniques for Concrete Structures
    Hu Shaowei
    MECHATRONICS AND APPLIED MECHANICS, PTS 1 AND 2, 2012, 157-158 : 1545 - 1548
  • [29] Nonlinear Analysis of Pre-stressed Concrete Nuclear Containments
    Cervenka, Jan
    NORDIC CONCRETE RESEARCH, 2011, 43 (01): : 437 - 440
  • [30] Sound protection with hollow pre-stressed concrete panels
    Anon
    Betonwerk und Fertigteil-Technik/Concrete Precasting Plant and Technology, 1999, 65 (03): : 49 - 60