摘要
根据上海港罗泾港区二期矿石码头工程的工程特点和地质情况,针对重载作用下浅层无黏性土和深层淤泥质软土地基的加固处理,提出了"浅层处理、分级加载、使用期调整"的地基加固创新思路。并给出了相应的施工参数,通过工程实际应用,取得了成功。
According to the engineering characteristics and geologic condition of Shanghai Port Luojing Harbor Area Phase Ⅱ Ore Terminal project, the innovative idea of ＂shallow layer treatment, stepped loading ＆ adjustment during operation＂ is put forward for soft ground treatment with shallow-layer noncohesive soil and deep-layer muddy soil, with relevant construction parameters provided. It has been proved successful by the real engineering practice.
出处
《水运工程》
北大核心
2008年第8期135-139,共5页
Port & Waterway Engineering
关键词
地基加固
浅层处理
分级加载
技术
ground consolidation
shallow layer treatment
stepped loading
technique
