解析地研究了桩顶受到横向冲击荷载时桩的瞬态横向动力响应。
Transient lateral response of pile subjected to lateral impulse load at the pile head is studied.
采用实体深基础法的思想，桩顶沉降分为桩身压缩和桩端沉降。
The settlement of pile top in pile foundationconsists of pile compression and settlement of substratum.
在饱和软粘土地基上打桩挖土造成桩顶偏移的情况，是累见不鲜的工程病害。
Pile top deviation due to piling and excavation on saturated soft soil foundation is usually an engineering disease.
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