CO2 EMISSIONS FOR CONCRETE BORE PILING CONSTRUCTION

Authors

  • Nik Nurul-Hidayah N. Y. Kulliyyah of Architecture & Environmental Design, International Islamic University of Malaysia, P.O. Box 10, 50728, Kuala Lumpur, Malaysia
  • Shamzani Affendy M. D. Kulliyyah of Architecture & Environmental Design, International Islamic University of Malaysia, P.O. Box 10, 50728, Kuala Lumpur, Malaysia
  • Alias Abdullah Kulliyyah of Architecture & Environmental Design, International Islamic University of Malaysia, P.O. Box 10, 50728, Kuala Lumpur, Malaysia
  • T. Sugiyama Center for Engineering Education, Faculty of Engineering, Hokkaido University, Kita 13, Nishi 8, Kita-ku, Sapporo, Hokkaido 060-8628, Japan
  • Hadi Purwanto Kulliyyah of Architecture & Environmental Design, International Islamic University of Malaysia, P.O. Box 10, 50728, Kuala Lumpur, Malaysia

DOI:

https://doi.org/10.11113/jt.v77.6861

Keywords:

Carbon dioxide (CO2), concrete, construction, life cycle assessment, inventory analysis, strategic environmental planning

Abstract

Japan and Malaysia are among the sustainable countries in the world ranking 26 and 51 in the Environmental Performance Index (EPI), accordingly. Recent data obtained from the statistical department shows that both countries GDP contributed by the construction industries amounting 18.6% in Malaysia while Japan at 10% contribution in 2012. Malaysia and Japan are the countries that depend on the concrete infrastructure construction. As the development demand of the countries increase rapidly, it is a huge challenge to the construction industry player to sustain the environment from degradation. Hence, this paper offer strategic plans mitigation measures in resolving those issues. CO2 is the environmental performance indicator to be evaluated in this paper, specifically on bore piling concrete structure construction. Construction site from Malaysia had been investigated. These data are then being analysed by using the 2014 Malaysia inventory data that was developed through this study. The key finding of this research is the 2014 Malaysian energy CO2 emission inventory data, the concrete bore pile life cycle analysis for the scope of construction and transportation of materials of CO2 emissions found at 20,910.54 kg-CO2/m3. In comparison with Japanese concrete infrastructure, this amount is the highest thus proven that volume of concrete did not affect the amount of disseminated CO2 to the environment but the amount of combustion from machineries from and transportation affect the CO2 emissions. Another significant finding of this paper is the strategic mitigation measure that was done in the planning stage and imposed on site. Hence, CO2 emissions ground from the concrete construction activities are turning back its cycle by affecting construction industry itself but can be

References

Khairuddin, A. R. 2002. Construction Procurement In Malaysia: Processes and Systems: Constraints and Strategies. Gombak, Selangor: Research Centre, International Islamic University Malaysia.

Oxford Dictionaries. 2013. Definition of Construction in English. Oxford University Press. Retrieved 13 January 2013, www.oxforddictionaries.com.

Huth, M. W. 1997. Construction Technology. USA: McGraw Hill.

Japan Construction Occupational Safety and Health Association. 2007. Construction Occupational Health and Safety Management System Guidelines & External System Evaluation (External Audit), Definitions: Construction Worklace. 6.

Department of Statistics, Malaysia. 2014. Quarterly Construction Statistics, Third Quarter 2014, Department of Statistics, Malaysia: Malaysia. 8.

Department of Statistics, Malaysia. 2014. Annual Gross Domestic Product 2005-2013, Department of Statistics, Malaysia: Malaysia. 2.

Statistics Bureau Ministry of Internal Affairs and Communications Japan. 2014. Statistical Handbook: Gross Domestic Product by Type of Economic Activity, pp.31, Retrieved 15 October 2014, http://www.stat.go.jp/english/data/handbook/index.htm.

Alexandre J., Azevedo A. R. G., Silva C. L. A. P., Vieira C. M. F., Candido V. S. , Monteiro S. N. 2014. Technical Feasibility of Using Lightweight Concrete with Expanded Polystyrene in Civil Construction, Materials Science Forum. 798-799: 347-352. Retrieved 14 (2014) from 10.4028/www.scientific.net/MSF.798-799.347.

Izyan, Y. & Nazirah, Z. A. 2013. Commitment of Malaysian Contractors For Environmental Management Practices At Construction Site. International Journal of Sustainable Human Development. 3(1): 119-127.

Ong, D. E. L. and Choo, C. S. 2014. Sustainable Construction of a Bored Pile Foundation System in Erratic Phyllite. Proceedings of 'Engineering for sustainability', the ASEAN Australian Engineering Congress, Kuching, Sarawak, Malaysia, 25-27 July 201, Swinburne University of Technology. Sarawak Campus, Malaysia. Retrieved on 26th November 2014 http://hdl.handle.net/1959.3/222120.

Henry, M. 2010. Formation and Evaluation of Sustainable Concrete Based on Social Perspectives in the Japanese Concrete Industry, Doctoral Dissertation, Department of Civil Engineering, The University of Tokyo: Japan.

IPCC. 2007. Climate Change 2007: Impacts, Adaption And Vulnerability. Report of the Working Group II, Cambridge University Press, UK. 973.

Harrison, J., Pickering, C. A. C., Faragher, E. B., Austwick, P. F. C., Little, S. A., and Lawton L. 1992. An Investigation of the Relationship BetweenMicrobial and Particulate Indoor Air Pollution and The Sick BuildingSyndrome. Respiratory Medicine. 86(3): 22-235.

GRID-Arendal. 2014. The Greenhouse Effect, Retrieved 25 November 2014, http://www.grida.no/publications/vg/climate/page/3058.aspx.

Susan A. R. 2004. Human Health Risk Assessment Of Co2: Survivors Of Acute High-Level Exposure And Populations Sensitive To Prolonged Low-Level Exposure, Third Annual Conference On Carbon Sequestration Rice-5 May 3-6, 2004, Alexandria, Virginia, USA. Retrieved from http://www.alrc.doe.gov/publications/proceedings/04/carbon-seq/169.pdf.

Construction Industry Development Board Malaysia. 2008. Compilation of Environmental Acts, Laws and Regulations Related to Construction Industry, CIDB: Malaysia.

GreenTech Malaysia. 2010. Methodology for Greenhouse Gases Inventory.

2006 IPCC Guidelines.

JSCE. 2004. Assessment for Environmental Impact of Concrete (Part 2), Japan Society of Civil Engineers, Concrete Engineering Series 62.

Sakai, K. 2008. Environmental Management of Concrete & Concrete Structures-Towards Sustainable Development in Construction Industry, Architecture Civil Engineering Environment, No. 3/2008, The Silesian University of Technology, Japan. Retrieved 26 November 2014www.aceejournal.pl/cmd.php?cmd=download&id=dbitem:article:id=40&.

O'Brien & Gere. 2004. Strategic Environmental Management for Engineers. John Wiley & Sons, Inc.: United States.

G. Rebitzera, T. Ekvallb, R. Frischknechtc, D. Hunkelerd, G. Norrise, T. Rydbergf, W.-P. Schmidtg, S. Suhh, B.P. Weidemai, D. W. Penningtonf. 2004. Life Cycle Assessment Part 1: Framework, Goal And Scope Definition, Inventory Analysis, And Applications. Environment International. 30: 701-720.

University of Michigan. 2008. Sustainable Concrete Infrastructure Materials and SystemsRetireved on 15 November 2014 from http://sitemaker.umich.edu/muses/home.

USEPA. 2006. Life Cycle Assessment: Principles and Practice. EPA/600/R-06/060, United States of America.

Whitelaw K. 2004. ISO 14001 Environmental Systems Handbook. Great Britain.

Kawai K., Sugiyama T., Kobayashi K. and Sano S., 2005. Technical report: Inventory Data and Case Studies for Environmental Performance Evaluation of Concrete Structure Construction, Journal of Advanced Concrete Technology. 3(3): 435-456.

International Standards Organization [ISO]. 1997. Environmental Management–Life Cycle Assessment- Principles and Framework ISO 14040.

Pennington D. W., Potting J., Finnveden, G., Lindeijer E., Jolliet, O., Rydberg, T., Ribetzer, G. 2004. Life Cycle Assessment Part 2: Current Impact Assessment Practice. Environmental International. 30: 721-739.

CormacK. 1991. Quantitative Research. 140.

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Published

2015-12-20

How to Cite

CO2 EMISSIONS FOR CONCRETE BORE PILING CONSTRUCTION. (2015). Jurnal Teknologi, 77(30). https://doi.org/10.11113/jt.v77.6861