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Professional paper

https://doi.org/10.14256/JCE.4224.2024

Deformation control for a five-story deep excavation

Ping Chen
Guoqiang Cao
Xingwang Liu
Yongxing He
Anming Xu


Full text: croatian pdf 3.110 Kb

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Full text: english pdf 3.070 Kb

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Abstract

The Hangzhou Hang Lung Plaza features a five-story basement close to a cluster of old, shallow-founded buildings along its 365 m eastern side that are extremely sensitive to deformation. To address the challenges of deformation control, this project employed not only traditional rigid retaining structures of diaphragm walls combined with internal struts but also active protection technologies, such as zoned excavation, cross walls, and axial force servo-controlled concrete struts. The monitoring results indicated that the aforementioned technologies markedly reduced the horizontal deformation of the retaining walls, with a maximum reduction of approximately 43 %, thereby ensuring control of the excavation deformation and facilitating the safety of adjacent buildings. This study validated the effectiveness of zoned excavation, cross walls, and servo-controlled struts under soft soil conditions; however, further research is required to optimize specific parameters and integrate dynamic adjustment algorithms for broader adaptability.

Keywords

deep excavation; deformation control; shallow foundation buildings; zoned excavation; cross walls; axial force servo-controlled struts

Hrčak ID:

335240

URI

https://hrcak.srce.hr/335240

Publication date:

1.9.2025.

Article data in other languages: croatian

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