
Soil Engineering and Foundation ›› 2019, Vol. 33 ›› Issue (6): 713-716.
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With the development of urban construction, the utilization of underground spaces becomes more and more popular, and the buoyance concerns of underground buildings and structures becomes increasing urgent. Especially in areas with high groundwater level, the impact of antifloating stability on the structural safety is also increasingly prominent. In this paper, the mechanism and failure modes of antifloating anchors are evaluated. The mechanical and deformation characteristics of antifloating anchors are discussed by field tests and the threedimensional finite element model throughout commercial software ABAQUS. The mechanism of the antifloating anchor is revealed, and practical conclusions are also provided in the paper.