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2025 | OriginalPaper | Chapter

Peka Peka to Ōtaki Expressway: Design and Performance of the Embankment Construction on Soft Soil

Authors : Razel Ramilo, Tim Haxell, Richard Mulvad Cole

Published in: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4

Publisher: Springer Nature Singapore

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Abstract

Situated in Kāpiti Coast, Wellington, New Zealand, the Peka Peka to Ōtaki Expressway is a 13 km, 4-lane upgraded route of State Highway 1. It joins the southern section reaching the MacKays to Peka Peka Expressway and extends north past Taylors Road intersection. The expressway construction involved ground improvement works as the alignment encountered very soft and compressible soils reaching depths of approximately 7 m. The underlying reasons for such soft soil conditions were unique topographical and geological factors, leading to poorly drained ground conditions. This paper presents the improvement techniques employed to manage these geotechnical challenges and treat the soft soils. Additionally, it provides insights into the monitoring program implemented during construction, as well as the subsequent evaluation of the effectiveness of the soft soil improvement work.

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Literature
1.
go back to reference Begg JG, Johnston MR (compilers) (2000) G7. Geology of Wellington area. Institute of Geological and Nuclear Sciences. 1:250,000 geological map 10, 1 sheet + 64 p. Lower Hutt, New Zealand: Institute of Geological and Nuclear Sciences Limited Begg JG, Johnston MR (compilers) (2000) G7. Geology of Wellington area. Institute of Geological and Nuclear Sciences. 1:250,000 geological map 10, 1 sheet + 64 p. Lower Hutt, New Zealand: Institute of Geological and Nuclear Sciences Limited
2.
go back to reference Coe LJ, Alexander GJ (2012) MacKays to peka peka expressway: road embankment construction on peat deposits. In: Proceedings of the 11th Australia New Zealand conference on geomechanics, pp 469–474 Coe LJ, Alexander GJ (2012) MacKays to peka peka expressway: road embankment construction on peat deposits. In: Proceedings of the 11th Australia New Zealand conference on geomechanics, pp 469–474
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go back to reference Jones A, Baker T (2005) Groundwater monitoring technical report. Greater Wellington Regional Council, Publication No. GW/RINV-T-05/86 Jones A, Baker T (2005) Groundwater monitoring technical report. Greater Wellington Regional Council, Publication No. GW/RINV-T-05/86
4.
go back to reference NZ Transport Agency (2015) Peka Peka to Ōtaki Expressway Contract No 730N Principal’s Requirements NZ Transport Agency (2015) Peka Peka to Ōtaki Expressway Contract No 730N Principal’s Requirements
5.
go back to reference Ramilo R, Haxell T, Mulvad-Cole R (2023) Ground improvement techniques undertaken for the road embankments on soft soil for the peka peka to Ōtaki expressway. NZ Geomechanics News, Issue 106 Ramilo R, Haxell T, Mulvad-Cole R (2023) Ground improvement techniques undertaken for the road embankments on soft soil for the peka peka to Ōtaki expressway. NZ Geomechanics News, Issue 106
Metadata
Title
Peka Peka to Ōtaki Expressway: Design and Performance of the Embankment Construction on Soft Soil
Authors
Razel Ramilo
Tim Haxell
Richard Mulvad Cole
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-8225-3_35