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Economic and environmental life cycle assessment of alternative mass timber walls to evaluate circular economy in building: MCDM method

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Abstract

The construction industry is one of the largest consumers of energy and materials, which leads to it being one of the highest sources of environmental emissions. Quantifying the impact of building materials is critical if strategies for mitigating environmental deterioration are to be developed. The lifecycle assessment (LCA) consequential methodology has been applied to evaluate different methods of constructing residential double-story buildings. The ReCiPe methodology has been used for life cycle inventory. Three different forms of mass timber construction have been considered including cross-laminated timber (CLT), nail-laminated timber (NLT), and dowel-laminated timber (DLT). These have been assessed as load-bearing panels or wood frame construction. We evaluated the global warming potential (GWP), embodied energy, and cost to identify the building type with the lowest impacts. The results revealed that total CO2 emissions for mass timbers for the construction stage are 130 CO2/M2, 118 CO2/M2, and 132 CO2/M2 of the panel for CLT, DLT, and NLT, respectively. The embodied energy emission is 1921 MJ/M2, 1902 MJ/M2, and 2130 MJ/M2 related to the CLT, DLT, and NLT, respectively, for this stage. The results also indicated that the carbon emission of DLT is lowest compared to the other two alternatives in the manufacturing and construction stages. However, when the entire life cycle is considered, NLT is the most favorable material. However, based on the life cycle cost (LCC), DLT has a lower cost. Finally, multiple-criteria decision-making (MCDM) was used to normalize the results and compare the alternatives. This showed DLT to be the best alternative, followed by CLT and NLT. In conclusion, the selection of building materials needs to prioritize regulations to reduce environmental and economic impacts.

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Data availability

The datasets used and analyzed during the current study are available from the corresponding author on reasonable request.

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All authors contributed to the study conception and design. All authors read and approved the final manuscript.

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Correspondence to Ali Tighnavard Balasbaneh.

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Appendices

Appendix 1

GWP

 

Unit

CLT

DLT

NLT

Manufacturing

KgCO2

45408

41700

46210

On site

4.51E + 03

4.51E + 03

4.51E + 03

Cladding

1.59E + 03

1.59E + 03

1.59E + 03

Insulation

1.13E + 03

1.13E + 03

1.13E + 03

Plasterboard wall

253

253

253

Steel ledgers for floors

442

442

442

Steel drag strap connections

6.5

6.5

6.5

Threaded screws

1.62E + 03

1.62E + 03

1.62E + 03

Transportation

353.5

298.6

320

Maintenance

2200

2200

2200

End of life

850

850

1200

Benefit and loads

− 22000

− 22000

− 28000

Appendix 2

3.1 Embodied energy

 

Unit

CLT

DLT

NLT

Manufacturing

MJ

719122

712590

793090

Construction

4100

4100

4100

Transportation

17500

17500

17500

Maintenance

12200

12200

12200

End of life

6400

6400

6400

Benefit and loads

− 287649

− 285036

− 293737

Appendix 3

Criteria

GWP

HTP

AP

TE

FD

Embodied energy

Cost

CLT

0.6258

0.6157

0.5625

0.5839

0.5286

0.5512

0.5951

DLT

0.5611

0.5804

0.5043

0.5079

0.5007

0.5466

0.5583

NLT

0.5418

0.5330

0.6552

0.6333

0.6855

0.6305

0.5781

Appendix 4

Same weighting.

Criteria

GWP

HTP

AP

TE

FD

Embodied energy

Cost

Si + 

Si-

Pi

Rank

CLT

0.0894

0.0880

0.0804

0.0834

0.0755

0.0787

0.0850

0.0227

0.0293

0.5633

2

DLT

0.0802

0.0829

0.0720

0.0726

0.0715

0.0781

0.0798

0.0073

0.0420

0.8519

1

NLT

0.0774

0.0761

0.0936

0.0905

0.0979

0.0901

0.0826

0.0404

0.0170

0.2962

3

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Balasbaneh, A.T., Sher, W. Economic and environmental life cycle assessment of alternative mass timber walls to evaluate circular economy in building: MCDM method. Environ Dev Sustain 26, 239–268 (2024). https://doi.org/10.1007/s10668-022-02707-7

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