计算的荷载-沉降曲线与现场试验测得的曲线吻合良好，验证了该模型的适用性。

The calculated load-settlement curve and that obtained from in-situ test are in good agreement, which verifies the model.

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对该新型桩基开展了一系列现场试验和检测，以其结果验证了该桩型的适用性，桩基承载力和复合地基变形满足了设计要求；

A series of field detection and in-situ test have been performed; the results show that the bearing capacity satisfies the design capacity and the use of this style pile is successful.

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