Technical Papers
Jun 7, 2022

Key Factors for Deep Cement Mixing Construction for Undredged Offshore Land Reclamation

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 8

Abstract

Deep cement mixing (DCM) is an environmentally friendly technique for offshore ground improvement without dredging or much disturbance to the marine ecological system. Several field construction factors can influence the unconfined compressive strength (UCS) of cement-stabilized soil. In this study, key construction factors are evaluated referring to site investigation records, construction records, and quality test results of a large offshore DCM construction project. The key factors were attributed to geological conditions, construction procedures, and curing conditions. Specific field construction factors include fluctuations of tidal level, original soil type, volume fraction of injected water, volume fraction of injected cement slurry, injection rate of cement slurry, penetrating and mixing time per meter, curing age, and moisture content. The importance of these construction factors on the DCM strength has been quantified using a statistical method based on construction records. The injected water volume and original soil type are noted to be the two most dominant factors on the UCS of the treated soils. Longer mixing time improved the strength of the treated soils.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The work presented in this paper was substantially supported by Eunsung O&C Offshore Marine and Construction (No. EUNSUNG19EG01).

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 8August 2022

History

Received: Aug 22, 2021
Accepted: Apr 25, 2022
Published online: Jun 7, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 7, 2022

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Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology (HKUST), Kowloon, Hong Kong 999077, China. ORCID: https://orcid.org/0000-0003-1350-4497
Chair Professor and Head, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Kowloon, Hong Kong 999077, China; Professor, HKUST Shenzhen-Hong Kong Collaborative Innovation Research Institute, Shenzhen 518000, China (corresponding author). ORCID: https://orcid.org/0000-0001-7208-5515. Email: [email protected]
H. F. Zou
Assistant Engineer, AECOM Asia Limited Company, 138 Shatin Rural Committee Rd., Hong Kong 999077, China.
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Kowloon, Hong Kong 999077, China. ORCID: https://orcid.org/0000-0002-2986-9418
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Kowloon, Hong Kong 999077, China. ORCID: https://orcid.org/0000-0002-0526-7471

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Cited by

  • Combined Correlation Analysis and Multilinear Regression for Strength Model of Cement-Stabilized Clayey Soils, International Journal of Geomechanics, 10.1061/IJGNAI.GMENG-9579, 24, 9, (2024).
  • Probabilistic modeling of offshore deep cement mixing improved ground, Computers and Geotechnics, 10.1016/j.compgeo.2023.105266, 156, (105266), (2023).

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