TY - JOUR
T1 - Life cycle based considerations in design of driven piles in sand
AU - De Melo, Dora L.
AU - Dejong, Jason T.
AU - Kendall, Alissa
AU - Lehane, Barry M.
N1 - Publisher Copyright:
© 2024 Emerald Publishing Limited: All rights reserved.
PY - 2024/12
Y1 - 2024/12
N2 - This study conducts a life cycle assessment to evaluate the environmental impacts of driven shafts across twelve different siliceous sand sites, selected from a database of static load pile tests. Through parametric studies, this paper investigates the influence of soil properties, pile geometry, and on-site activities on environmental impacts. For a single pile, findings demonstrate that material production is the most impactful phase, contributing 88.4% of global warming potential (GWP) per unit capacity, while on-site operations contribute minimally at 1%. Sensitivity analyses show that variations in fuel consumption by ± 25% and linear interpolations of blow counts result in negligible difference in GWP (less than 0.1% and 1%, respectively). On average, the total GWP for steel and concrete piles is approximately 4.3 and 0.92 kg CO2e per kN capacity, respectively. Although various factors influence pile design and installation, the results presented herein provide a foundational framework for geotechnical engineers to integrate environmental impacts into project planning, design, and construction considerations.
AB - This study conducts a life cycle assessment to evaluate the environmental impacts of driven shafts across twelve different siliceous sand sites, selected from a database of static load pile tests. Through parametric studies, this paper investigates the influence of soil properties, pile geometry, and on-site activities on environmental impacts. For a single pile, findings demonstrate that material production is the most impactful phase, contributing 88.4% of global warming potential (GWP) per unit capacity, while on-site operations contribute minimally at 1%. Sensitivity analyses show that variations in fuel consumption by ± 25% and linear interpolations of blow counts result in negligible difference in GWP (less than 0.1% and 1%, respectively). On average, the total GWP for steel and concrete piles is approximately 4.3 and 0.92 kg CO2e per kN capacity, respectively. Although various factors influence pile design and installation, the results presented herein provide a foundational framework for geotechnical engineers to integrate environmental impacts into project planning, design, and construction considerations.
UR - http://www.scopus.com/inward/record.url?scp=85191575181&partnerID=8YFLogxK
U2 - 10.1680/jensu.23.00099
DO - 10.1680/jensu.23.00099
M3 - Article
AN - SCOPUS:85191575181
SN - 1478-4629
VL - 177
SP - 389
EP - 401
JO - Proceedings of the Institution of Civil Engineers: Engineering Sustainability
JF - Proceedings of the Institution of Civil Engineers: Engineering Sustainability
IS - 6
ER -