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根据试验结果分析了桶形基础抗拔承载力的作用机理。
The mechanism of pullout bearing capacity of bucket foundation is analyzed based on the experimental results.
以此为基础，运用极限平衡原理分析了锚板基础的抗拔承载力，并与已有的极限分析成果进行了比较。
On the basis of results, the bearing capacity of uplift anchor with limit balance principle was analyzed.
结果表明，DX桩的抗拔承载力明显大于同等条件下的等截面桩，且DX桩的荷载-上拔位移关系呈缓变形；
The results show that the tension bearing capacity of DX pile is apparently higher than that of the pile with constant section, and the curve of load-displacement of DX pile is slowly varying.
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