摘要
群桩沉降计算是一个传统课题,对群桩的沉降计算方法也有很多,但是计算结果与实测结果相比相差很大。本文利用等代墩基法和三维弹性有限元法对保定一高层建筑进行沉降量计算,并结合保定地区地层地质特点与实测结果进行比较分析。
Settlement of pile groups is a traditional subject, the method for settlement of pile grqups, there are many, but the results varied widely compared with the measured results. In this paper, and so on behalf of the pier base method and three-dimensional elastic finite element method, Baoding, a high-rise building for settlement calculations, combined with a number of stratum Baoding surrounding geological features were compared with measured results
出处
《煤炭技术》
CAS
北大核心
2011年第1期125-127,共3页
Coal Technology
关键词
群桩基础
三维弹性有限元
群桩基础沉降
pile foundation
three-dimensional elastic finite element
settlement of pile
