Observed Behaviors of an Ultra-Deep Excavation with an Innovative Pre-Support System in Shanghai Soft Deposits

Author:

Cai Huangqi,Li Mingguang,Hou Yongmao,Chen Jinjian

Publisher

Springer Science and Business Media LLC

Reference27 articles.

1. HASHASH Y M A, OSOULI A, MARULANDA C. Central artery/tunnel project excavation induced ground deformations [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(9): 1399–1406.

2. XIAO X, LI M G, CHEN J J, et al. Vertical deformation mechanism of diaphragm wall due to unloading in deep excavation [J]. Journal of Shanghai Jiao Tong University, 2018, 52(12): 1552–1558 (in Chinese).

3. XIAO X, ZHANG Y Q, LI M G, et al. Responses of the strata and supporting system to dewatering in deep excavations [J]. Journal of Shanghai Jiao Tong University (Science), 2017, 22(6): 705–711.

4. TAN Y, FAN D D, LU Y. Statistical analyses on a database of deep excavations in Shanghai soft clays in China from 1995–2018 [J]. Practice Periodical on Structural Design and Construction, 2022, 27(1): 04021067.

5. ZHANG X Q, LI M G, CHEN J J. Hydro-mechanical analysis of a braced foundation pit affected by rainfall and excavation in unsaturated soils [J]. Acta Geotechnica, 2022, 17(12): 5675–5690.

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