桩贯入深度
Based on test results, a computation model is proposed for researching the compaction effects of open-ended pipe piles. This model simulates the pile penetration as the expansions of a series of spherical cavities in semi-infinite space.
基于试验结果,建立了开口管桩挤土效应解析计算模型,将桩体的压入过程模拟为半无限体中一系列球孔的扩张。
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