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
  • [1] PRE-STRESSED CONCRETE
    不详
    NATURE, 1949, 163 (4143) : 472 - 473
  • [2] Behaviour and design of guyed pre-stressed concrete poles under downbursts
    Ibrahim, Ahmed M.
    El Damatty, Ashraf A.
    WIND AND STRUCTURES, 2019, 29 (05) : 339 - 359
  • [3] Finite element modelling of pre-stressed concrete poles under downbursts and tornadoes
    Ibrahim, Ahmed M.
    El Damatty, Ashraf A.
    El Ansary, Ayman M.
    ENGINEERING STRUCTURES, 2017, 153 : 370 - 382
  • [4] Dynamic behaviour of pre-stressed concrete transmission poles under synoptic wind loading
    Ibrahim, Ahmed M.
    El Damatty, Ashraf A.
    Aboshosha, Haitham
    ADVANCES IN STRUCTURAL ENGINEERING, 2022, 25 (04) : 685 - 697
  • [5] Experimental study on fatigue of pre-stressed concrete sleeper
    Yang, H.
    Rock and Soil Mechanics, 2001, 22 (03) : 357 - 360
  • [6] Life-Cycle Assessment of Strengthening Pre-Stressed Normal-Strength Concrete Beams with Different Steel-Fibered Concrete Layers
    Pushkar, Svetlana
    Ribakov, Yuri
    SUSTAINABILITY, 2020, 12 (19) : 1 - 15
  • [7] Life cycle assessment based environmental impact estimation model for pre-stressed concrete beam bridge in the early design phase
    Kim, Kyong Ju
    Yun, Won Gun
    Cho, Namho
    Ha, Jikwang
    ENVIRONMENTAL IMPACT ASSESSMENT REVIEW, 2017, 64 : 47 - 56
  • [8] PRESS WITH A PRE-STRESSED CONCRETE FRAME
    BRAILOVS.MI
    RUSSIAN ENGINEERING JOURNAL-USSR, 1966, 46 (04): : 21 - &
  • [9] Assessment and Repair of a Fire-Damaged Pre-stressed Concrete Bridge
    de Melo, Mark
    Wheatley, Rob
    Gibbin, Noel
    Gonzalez-Quesada, Mauricio
    Harwood, Keith
    STRUCTURAL ENGINEERING INTERNATIONAL, 2014, 24 (03) : 408 - 413
  • [10] Assessment of cracks in pre-stressed concrete railway sleepers by ultrasonic testing
    Tatarinov, Alexey
    Rumjancevs, Aleksandrs
    Mironovs, Viktors
    ICTE IN TRANSPORTATION AND LOGISTICS 2018 (ICTE 2018), 2019, 149 : 324 - 330