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2025 | OriginalPaper | Buchkapitel

Controlled Modulus Columns Ground Improvement for Sydney Gateway Project

verfasst von : Alexandre Hubaut, Douglas Warne, Jonathan Hale

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

Verlag: Springer Nature Singapore

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Abstract

The proposed alignment for Sydney Gateway predominantly requires new embankments with a relatively small proportion of cut and at grade pavements. These embankments are founded on compressible soil and municipal landfill, which are expected to undergo consolidation under the increased effective stress imposed by the new embankment loading. Rigid inclusions in the form of Controlled Modulus Columns (CMCs) have been adopted to meet the design criteria settlement requirements. Primarily, CMCs were adopted to support nine embankment bridge approaches with fill heights reaching up to 9.1 m. CMC ground improvement was also adopted to support a box underpass structure and a new road through Tempe Tip mainly consisting of shallow cuttings and embankments on a municipal landfill. This paper presents an overview of the CMC design features for the Sydney Gateway. The aim of the paper is to highlight how upfront support from specialist geotechnical contractor to the main contractor and the designer ensured efficient and practical ground improvement solutions were designed.

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Literatur
1.
Zurück zum Zitat ASIRI National Project (2013) Recommendations for the design construction and control of rigid inclusion ground improvements. Presses des Ponts, Paris ASIRI National Project (2013) Recommendations for the design construction and control of rigid inclusion ground improvements. Presses des Ponts, Paris
2.
Zurück zum Zitat Racinais J, Thomas B, Ong R (2016) Twenty years of CMC successful application. In: 19th Southeast Asian geotechnical conference and 2nd AGSSEA conference (19SEAGC & 2AGSSEA). Kuala Lumpur Racinais J, Thomas B, Ong R (2016) Twenty years of CMC successful application. In: 19th Southeast Asian geotechnical conference and 2nd AGSSEA conference (19SEAGC & 2AGSSEA). Kuala Lumpur
3.
Zurück zum Zitat Plomteux C, Lazacedieu M (2007) Embankment construction on extremely soft soils using controlled modulus columns for highway 2000 project in Jamaica. In: Proceedings of the 16th Southeast Asian geotechnical conference. Kuala Lumpur Plomteux C, Lazacedieu M (2007) Embankment construction on extremely soft soils using controlled modulus columns for highway 2000 project in Jamaica. In: Proceedings of the 16th Southeast Asian geotechnical conference. Kuala Lumpur
4.
Zurück zum Zitat Coghlan K, Plomteux C, Racinais J (2016) Exécution and engineering principles of control modulus columns. In: Proceedings of the First Southern African geotechnical conference, pp19–24 Coghlan K, Plomteux C, Racinais J (2016) Exécution and engineering principles of control modulus columns. In: Proceedings of the First Southern African geotechnical conference, pp19–24
Metadaten
Titel
Controlled Modulus Columns Ground Improvement for Sydney Gateway Project
verfasst von
Alexandre Hubaut
Douglas Warne
Jonathan Hale
Copyright-Jahr
2025
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-8225-3_15