Application of the Circucore Pro Method in the Boardwalk underneath Island Eastern Corridor Project
DOI:
https://doi.org/10.21467/proceedings.8.2.34Abstract
Marine foundation works in Hong Kong are often carried out under stringent environmental and site constraints, particularly in waterfront developments where control of ground disturbance and environmental impact is critical. Conventional down-the-hole (DTH) drilling methods utilise high-pressure air flushing, which may induce outward pressure transmission into the surrounding ground and contribute to disturbance of the soil stress regime. These effects may lead to increased turbidity, dust, and noise, which require careful management, in sensitive environments. In the Boardwalk underneath Island Eastern Corridor (IEC) project, an alternative drilling approach, namely the Circucore Pro (CP) Method, was adopted to mitigate these potential effects. The method is developed with reference to fundamental geotechnical principles governing effective stress, pore pressure response, and soil–fluid interaction. By directing flushing air within the drill rod, the method limits the release of excess pressure into the surrounding ground and reduces disturbance during drilling.
References
Ahlund, R. (2016). Pore pressures and settlements generated from different drilling methods. Berminghammer Foundation Equipment (n.d.). Drilling Methods. Available at: https://www.berminghammer.com/Drilling.html (Accessed: 19 March 2026).
Bourgoyne, A.T., Millheim, K.K., Chenevert, M.E. and Young, F.S. (1986). Applied Drilling Engineering. Richardson, TX: Society of Petroleum Engineers.
Einar John Lande, Stefan Ritter, Henning Tyvold, and Steinar Nordal (2021) Physical modelling of pile drilling in sand. Canadian Geotechnical Journal. 58(10): 1437-1451.
EPD(2025). Marine Water Quality in Hong Kong 2024. Environmental Protection Department, HKSAR Government. https://www.epd.gov.hk/epd/sites/default/files/epd/english/environmentinhk/water/hkwqrc/files/waterquality/annual-report/marinereport2024.pdf
EPD (2024). Marine Water Quality in Hong Kong 2023. Environmental Protection Department, HKSAR Government. https://www.epd.gov.hk/epd/sites/default/files/epd/english/environmentinhk/water/hkwqrc/files/waterquality/annual-report/marinereport2023.pdf
EPD (2023). Marine Water Quality in Hong Kong 2022. Environmental Protection Department, HKSAR Government. https://www.epd.gov.hk/epd/sites/default/files/epd/english/environmentinhk/water/hkwqrc/files/waterquality/annual-report/marinereport2022.pdf
Geotechnical Engineering Office (GEO) (2017). Guide to Site Investigation (GEOGUIDE 2). Civil Engineering and Development Department, Hong Kong SAR Government.
J.A. Fyfe, R. Shaw, S.D.G. Campbell, K.W. Lai & P.A. Kirk (2000) The Quaternary Geology of Hong Kong. Geotechnical Engineering Office, HKSAR Government
Liu, A. S., Li, W., & Kwok, C. Y. (2025). Seawater effects on ground granulated blast furnace slag (GGBS)-stabilized marine deposits in land reclamation. Acta Geotechnica.
Terzaghi, K. (1925). Principles of Soil Mechanics.
White, F.M. (2011). Fluid Mechanics (7th ed.). New York: McGraw-Hill Education
Yin, H., et al. (2022). Research on pore pressure detection while drilling. Zhang, J. (2013). Effective stress, porosity, velocity and abnormal pore pressure prediction. Journal of Petroleum Science and Engineering.
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