As the permeability coefficient gradually decreased from 0.08 m/day to 0.005 m/day, the maximum values for the horizontal displacement, surface settlement, and bottom heave exhibited a decreasing trend, with reduction percentages of 2.6%, 3.2%, and 4.9%, respectively.
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Research on the Deformation Law of Foundation Excavation and Support Based on Fluid-Solid Coupling Theory.
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