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Hydro-Mechanical Numerical Analysis of a Double-Wall Deep Excavation in a Multi-Aquifer Strata Considering Soil–Structure Interaction
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Hydro-Mechanical Numerical Analysis of a Double-Wall Deep Excavation in a Multi-Aquifer Strata Considering Soil–Structure Interaction
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Hydro-Mechanical Numerical Analysis of a Double-Wall Deep Excavation in a Multi-Aquifer Strata Considering Soil–Structure Interaction
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Journal Article
Hydro-Mechanical Numerical Analysis of a Double-Wall Deep Excavation in a Multi-Aquifer Strata Considering Soil–Structure Interaction
2025
Overview
In order to exploit the deep underground space, the construction of ultra-deep excavation in Shanghai is growing rapidly. In multi-aquifer strata, deep excavations typically require dewatering of confined aquifers to ensure engineering safety. However, existing studies have seldom conducted in-depth analysis on the influence of the soil parameters and construction measures on the deformation of retaining structures. In this study, a three-dimensional hydro-mechanical numerical model was developed to evaluate the performances of excavation and dewatering of the foundation pit. The model was validated by comparing the calculated and measured wall deflections and groundwater drawdowns of a 45 m ultra-deep double-wall excavation in Shanghai. According to the characteristics of soil stratification and construction activities, three parameters were selected for subsequent analysis, including the hydraulic conductivity of aquitard below the bottom of the pit, the pumping rate in the second confined aquifer and the construction of TRD wall. The stress distributions on both sides of the diaphragm wall were examined to elucidate the deformation mechanism. The results indicate that the aquitard hydraulic conductivity directly affects the effective stress of the overlying aquifer, which plays a crucial role in resisting wall deflection. An increase in the hydraulic conductivity leads to smaller effective stress, greater wall deflection and larger ground settlement. While an appropriately increased pumping rate enhances effective stress, over-pumping may induce excessive wall deflection at depth and disproportionate ground settlement. The TRD wall is quite useful in terms of waterproofing but the effect on deformation control is limited. The findings of this study provide valuable insights for engineering practices and the optimization of deep excavation construction measures in multi-aquifer strata.
