摘要
简单回顾上海桩基设计历史，并从理论和实践上进一步论证桩基减少桩数与沉降问题，指出解决问题的关键在于桩基沉降的合理计算，从而提出系列桩基沉降计算方法，以综合确定合理的桩基沉降值。最后，对上海桩基沉降容许值提出一些建议。
This paper briefly reviews the design history of pile foundation in Shanghai, deals with the relationship between reduction of number of piles and setilement in theoretical and practical aspects and points out that the key point is how to find out a prac-tical and rational method for computing settlement. The synthetical method presented in thes paper is just a solution for thequestion puzzled people for a long time. At last, some allowable values of settlement of pile foundation are suggested.
出处
《土木工程学报》
EI
CSCD
北大核心
2000年第3期71-74,共4页
China Civil Engineering Journal
关键词
桩基
桩数
沉降
设计
计算方法
pile foundation, number of piles, settlement
