Selection of Groundwater Control Scheme for Deep Excavation in Alluvial Soil along the Yellow River

Abstract:

Kaifeng locates on a flat and open alluvial plain of the middle and lower reaches of the Yellow River. Owing to its complex history and long-term deposition, a silty stratum with multi-miscellaneous fill and alluvial soil interphase is gradually formed. Combing with the soil actual characteristics of Kaifeng area, which is mainly composed of “high water content”, “high water head”, “strong permeability”, “low strength”, “adequate water supply”, a optimal groundwater control scheme for deep excavation under above complicated geological conditions is proposed. Moreover, the most appropriate waterproof curtain form is recommended for the foundation pit engineering whose excavation depth is less than 10m. The findings of this investigation may offer some suggestions for the choice of groundwater control scheme for construction purpose in similar strata.

• Periodical: Applied Mechanics and Materials (Volumes 212-213)
• Pages: 323-326
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.212-213.323
• Online since: October 2012
• Authors: Hua Yuan, Zhi Liang Zhao, Yun Hua Li
• Keywords: Alluvial Soil, Deep Excavation, Groundwater Control, Soil Cement Mixing Pile, Waterproof Curtain

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