The ultimate bearing capacity of the SBMA is compared with that of the tension soil anchor, and some advisable conclusions are got.
并从理论上对其极限承载力与拉力型土锚极限承载力进行了比较，得出了一些比较切合实际的结论。
According to the research on collapse mode of anchor pile in different boundary conditions, the normal value of ultimate bearing capacity about anchor piles is established.
通过研究不同边界条件下锚桩的破坏形式，确定了锚桩的极限承载力标准值。
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