摘要
叶果洛夫提出的沉降计算方法能够近似考虑深基坑的回弹再压缩变形、基础刚度、超补偿等分层总和法无法考虑的问题 ,本文归纳总结了它的基本特点、参数的确定以及在应用中的几个问题 ,并将其与分层总和法进行了比较。希望能够引起工程技术人员对这一方法的关注和展开更多的深入研究。
Factors such as the recompression of soil, rigidity of foundation and the over compensated foundation can be considered in the elastic formula for settlement predication proposed by K.E.Egorov, which can not be taken into account in the traditional approach (Layerwise Summation Method). The basic characteristics of the formula, the determination of parameters and the problems in its application are discussed and compared with the LSM.
出处
《工程勘察》
CSCD
北大核心
2003年第1期8-12,共5页
Geotechnical Investigation & Surveying
