摘要
随着上海地区高层、超高层的日趋增多及沉降控制复合桩基的出现，按明特林法计算桩基沉降的结果较实体基础法更接近实际情况。就明特林法计算桩基沉降中的一些问题进行了探讨，使计算结果与实际试桩结果更为接近。
The settlement calculated by the Mindlin method is more approaching to one of
reality for pile foundation with the increase of tall-storey and supertall-storey buildings in
Shanghai and the appearance of composite pile foundation to control settlement. The some
problems calculated the settlement of pile foundation by the Mindlin method are discussed.
Compared with the other methods its calculating result is better.
出处
《岩土工程技术》
1999年第1期30-33,共4页
Geotechnical Engineering Technique
