摘要
本文介绍在黄河入海渤海湾沿岸一带软弱地基上建造5万m^3油罐及对该地基进行堆载预压处理.通过对原型的测试及分析可得出,地基预压期内的应力应变规律,并认为所采用的堆载预压处理措施是成功的。
This paper describes that an oil tank of 50000m^3 is built on the coastal region of Bohai Bay into which the Yellow River flows and the tank foundation is treated by preloading. From the prototype observation and analysis the regularity of the stress and strain is found during the preloading and the improvement measure adopted is considered to be successful.
出处
《水利水运工程学报》
CSCD
1989年第3期83-92,共10页
Hydro-Science and Engineering
