摘要
本文结合某海区的地质资料和地基土的物理力学性质,采用国内外常用的方法对混凝土平台地基的沉降进行了分析计算。
Based on the geological information of a sea reagion and physioal and mechanical properties of foundation soil there, an analysis calculation is made for the settlement of ground with concrete platform. The calculation method used in this paper is the same as that used widely in China and in the world.
出处
《岩土力学》
EI
CAS
CSCD
1990年第1期1-10,共10页
Rock and Soil Mechanics
