摘要
结合上海港外高桥二期空箱堆场的地质条件和使用要求,提出振动碾压与降水联合的方法处理软地基,并采用土工格栅方法减小堆场地基的不均匀沉降,实际工程测试结果表明该方案能满足集装箱堆场自动化机械对场地沉降的要求。
Based on the geological condition and utilization requirements of the storage yard for empty containers of Shanghai Waigaoqiao Phase II Project, we proposed to combine vibro-rolling with drainage to treat the soft ground, and adopt geogrid to reduce the non-uniform settlement of the ground. The actual engineering test result proves that by this scheme, the treated ground can satisfy the requirement from the auto-machinery on the container yard concerning settlement.
出处
《水运工程》
北大核心
2006年第3期60-63,共4页
Port & Waterway Engineering
关键词
集装箱空箱堆场
地基处理
振动碾压
降水
土工格栅
storage yard for empty container
ground treatment
vibro-rolling drainage
geogrid
