摘要
该文通过逐步回归分析建立了p0 等参数与压缩模量之间的关系 ,同时对 5个工程场地利用传统的“分层总和法”和考虑孔压实际分布的方法进行沉降分析 ,结果发现 。
Using the successive regression analysis, the paper establishes the relation between the parameters of p 0 etc and the modulus of compressibility. Meanwhile, a settlement analysis is made for five construction sites using the traditional layerwise summation method,and considering the real distribution of pore pressure, As a result, it is found that the computed settlement using this method is comparatively close to the measured settlement in situ.
出处
《勘察科学技术》
2000年第6期25-29,共5页
Site Investigation Science and Technology
