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2025 | OriginalPaper | Chapter

The Carbon Footprint of Vibratory and Impact Rolling: A Sustainable Option for Bulk Earthworks on Infrastructure Projects

Authors : Derek Avalle, Burt Look, Brendan Scott

Published in: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 1

Publisher: Springer Nature Singapore

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Abstract

Vibratory and impact rollers achieve deeper lift compaction than static rollers. Ground improvement with impact rollers occurs through rolling dynamic compaction, enabling compaction to significant depths, generally more than 1 m. This provides the opportunity to place thick layers, potentially with a larger maximum particle size than conventional smooth drum rollers, while achieving engineering standards of density and stiffness. The overall consequence of this is that the earthworks exercise becomes a far more sustainable activity. Deeper lift compaction beyond traditional thin compacted layers using conventional heavy vibratory rollers has been achievable for some time, but to lesser depths than is possible with impact rollers. The compaction of deeper lifts at faster operating speeds, albeit, typically with a greater number of passes, requires a fresh look at specifications for infrastructure earthworks. The paper explores the green credentials of deep lift compaction, by comparing earthworks plant, productivity and fuel usage for compaction using conventional circular drum rollers with thin layers, and deeper lift compaction using vibratory and polygonal impact rollers. Quality control to greater depths can be a limiting factor. Testing protocols often require modification to accommodate the changes in layer thicknesses and material specifications.

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Literature
1.
go back to reference Briaud JL, Saez DO (2012) Soil compaction: recent developments. In: Indraratna B, Rujikiatkamjorn C, Vinod JS (eds) Proceedings of the international conference on ground improvement and ground control, Wollongong, Australia Briaud JL, Saez DO (2012) Soil compaction: recent developments. In: Indraratna B, Rujikiatkamjorn C, Vinod JS (eds) Proceedings of the international conference on ground improvement and ground control, Wollongong, Australia
2.
go back to reference Caterpillar: Performance Handbook Edition No. 49 (2019) Publication by Caterpillar, Peoria, Illinois, USA Caterpillar: Performance Handbook Edition No. 49 (2019) Publication by Caterpillar, Peoria, Illinois, USA
3.
go back to reference Hausmann MR (1990) Engineering principles of ground modification. McGraw-Hill, USA Hausmann MR (1990) Engineering principles of ground modification. McGraw-Hill, USA
4.
go back to reference Kim K (2010) Numerical simulation of impact roller for estimating the influence depth on soil compaction. MS Thesis. Texas A&M University, Texas, USA Kim K (2010) Numerical simulation of impact roller for estimating the influence depth on soil compaction. MS Thesis. Texas A&M University, Texas, USA
6.
go back to reference Look BG, Lacey D (2017) Dynamic monitoring and modulus based specifications with deep lift compaction. In: 19th international conference on soil mechanics and foundation engineering, Seoul (2017) Look BG, Lacey D (2017) Dynamic monitoring and modulus based specifications with deep lift compaction. In: 19th international conference on soil mechanics and foundation engineering, Seoul (2017)
7.
go back to reference Look BG (2021) An earthworks quality assurance methodology which avoids unreliable correlations. In: 4th international conference on transportation geotechnics, vol 2, Chicago, U.S.A Look BG (2021) An earthworks quality assurance methodology which avoids unreliable correlations. In: 4th international conference on transportation geotechnics, vol 2, Chicago, U.S.A
8.
go back to reference Look BG (2022) Earthworks: theory to practice—design and construction. CRC Press, Taylor & Francis Publishers, The Netherlands Look BG (2022) Earthworks: theory to practice—design and construction. CRC Press, Taylor & Francis Publishers, The Netherlands
9.
go back to reference Nichols H, Day D (2010) Moving the earth: the workbook of excavation, 6th edn. McGraw-Hill Publishers Nichols H, Day D (2010) Moving the earth: the workbook of excavation, 6th edn. McGraw-Hill Publishers
10.
go back to reference Scott BT, Jaksa MB (2012) Mining applications and case studies of rolling dynamic compaction. In: Proceedings of the 11th ANZ conference on geomechanics, Melbourne Scott BT, Jaksa MB (2012) Mining applications and case studies of rolling dynamic compaction. In: Proceedings of the 11th ANZ conference on geomechanics, Melbourne
11.
go back to reference Scott B, Jaksa M, Syamsuddin E (2016) Verification of impact rolling compaction using various in situ testing methods. In: Lehane BM, Acosta-Martinez HE, Kelly R (eds) Proceedings of the 5th international conference on geotechnical and geophysical site characterisation, Gold Coast, Australia Scott B, Jaksa M, Syamsuddin E (2016) Verification of impact rolling compaction using various in situ testing methods. In: Lehane BM, Acosta-Martinez HE, Kelly R (eds) Proceedings of the 5th international conference on geotechnical and geophysical site characterisation, Gold Coast, Australia
12.
go back to reference Scott BT, Jaksa MB, Mitchell PW (2021) Depth of influence of rolling dynamic compaction. Proc Inst Civ Eng Ground Improv 174(2):85–94CrossRef Scott BT, Jaksa MB, Mitchell PW (2021) Depth of influence of rolling dynamic compaction. Proc Inst Civ Eng Ground Improv 174(2):85–94CrossRef
13.
go back to reference Scott B, Jaksa M (2023) The 4-sided impact roller—guidance for practitioners. In: Proceedings of the 14th ANZ conference on geomechanics, Cairns Scott B, Jaksa M (2023) The 4-sided impact roller—guidance for practitioners. In: Proceedings of the 14th ANZ conference on geomechanics, Cairns
Metadata
Title
The Carbon Footprint of Vibratory and Impact Rolling: A Sustainable Option for Bulk Earthworks on Infrastructure Projects
Authors
Derek Avalle
Burt Look
Brendan Scott
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-8213-0_10