新旧桩基共同承载的基础设计
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季征宇 施永昌 黄 磊 骆正荣
(上海建筑设计研究院浦东分院 200120)[提要] 通过对达安花园E型楼和F型楼的基础方案比较,在控制均匀沉降的前提下,提出PHC桩和钻孔灌注桩在不同持力层共同作用的方案。
[关键词] 钻孔灌注柱 预应力管桩 时间效应 超固结 Mindlin解This paper introduces some problems produced by the structural design of Daan Garden. Some schemes are adopted to analyse and control the unequal settlement between prestressed concrete open-end pipe piles and existing bored piles. This paper can be used as reference.
Keywords: bored pile; pipe piles; pre-consolidation; time effect; Mindlin solution