![]() The change rules for the vertical and horizontal ultimate bearing capacities of a single pile with the degree of soil consolidation are studied. Then, an interaction model for soft soil and pile soil is established using the geotechnical finite element analysis software MIDAS/GTS NX. ![]() ![]() First, the change rules for the shear strength and compression modulus of soft soil under different consolidation degrees are studied by theoretical analysis. This paper addresses the problem of open gaps caused by differential settlement in the process of constructing sluice buildings in soft soil beach areas, combined with the construction of sluice and supporting facilities in a reclamation project.
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