Technical Papers
Jun 27, 2023

Behavior of Full-Scale U-Shaped Walls Constructed by Deep Cement Mixing in Consolidating Ground

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 9

Abstract

Deep excavations in soft clays often demand heavy shoring supports. Closely spaced struts are known to impede construction within an excavation, resulting in longer construction time. This paper presents a novel strut-free retaining wall constructed by deep cement mixing (DCM). A new U-shaped DCM system (UDCM) was developed to support a 6.5-m-deep, 16-m-wide excavation in newly reclaimed land. Field measurements involving inclinometers and surface movement markers were interpreted using a fully coupled three-dimensional finite-element model. Results indicated a rotational deformation mechanism in the DCM wall. The mechanism was triggered by stress relief and basal heave. Due to the rigidity of the UDCM, the occurrence of basal heave caused the DCM walls to deflect outward toward the retained side. Such a mechanism is not typical in conventional retaining wall systems in which lateral props are installed after certain depths of excavation. The present UDCM possesses a distinctive characteristic, which is the capability to implement and activate props prior to excavation. It also is unique in that basal heave is used to regulate the rotation of the wall, thereby limiting lateral displacements during an excavation. This study includes a design chart developed for the prediction of lateral displacements with varying treatment geometries.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge the financial support from the Hong Kong Special Administrative Region (HKSAR) Civil Engineering and Development Department and its agreement on the publication of field monitoring data in this research study.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 9September 2023

History

Received: Nov 5, 2022
Accepted: Apr 12, 2023
Published online: Jun 27, 2023
Published in print: Sep 1, 2023
Discussion open until: Nov 27, 2023

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Authors

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Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR 999077, China. ORCID: https://orcid.org/0000-0003-0727-981X
Chris K. W. Cheung
Chief Resident Engineer, AECOM Asia Co. Ltd., 138 Shatin Rural Committee Rd., Hong Kong SAR 999077, China.
Henry K. T. Cheung
Senior Geotechnical Engineer, Dept. of Civil Engineering and Development, Government of the Hong Kong Special Administrative Region, Hong Kong SAR 999077, China.
Charles W. W. Ng, F.ASCE [email protected]
Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR 999077, China (corresponding author). Email: [email protected]

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