摘要
根据5.5万m^2移民新村场地的软土情况,介绍了采用堆载预压结合塑料排水板进行软基处理的设计思路,通过现场监测数据分析及加固效果检验,总结了在深厚软土中采用排水固结法进行大面积堆载应注意的问题。
According to 5.5 million square meters of immigrant village of soft soil ground conditions,introduced by heaped load preloading with plastic drainage board in soft soil foundation treatment design through on-site monitoring data analysis and reinforcement effect, summed up in deep thick soft ground by drainage consolidation method for large-area loading,we should pay attention to the problem.
出处
《广东土木与建筑》
2010年第10期25-27,共3页
Guangdong Architecture Civil Engineering
关键词
堆载预压
塑料排水板
固结度
heap load pre-pressure
plastic drainage board
degree of consolidation
