长短桩复合地基沉降计算方法探讨
- 摘 要
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杨军龙 龚晓南 (浙江大学建筑工程学院 杭州 310027)孙邦臣 (核工业第七研究设计院宁波分院 宁波 315040)
[提要] 通过研究长短桩复合地基的受力机理,提出了长短桩复合地基的沉降计算模式和实用的计算方法;应用该方法作了某高层住宅设计的沉降算例分析,证明该方法可以很方便地应用于工程实践。
[关键词] 长短桩复合地基 附加应力 优化设计 沉降Based on researching the bearing mechanism of the long-short-pile composite foundation, the model and methods of settlement calculation have been proposed. The settlement analysis of a tall dwelling house has been done with this methods.This methods is convenient when it is put into practice.
Keywords: long-short-pile composite foundation; additional stresses; design optimization; settlement