摘要
本文介绍用振动水冲法进行水下振密松砂的港口工程实例,并用两种施工工艺试验,反映出加固效果各有不同。在试验中还测试了孔隙水压力的变化和加速度的影响。
Through survey and study on the underwater vibratory compaction experiments applied to the filled sand in foundation trench of Dongdu wharf of Xiamen Port, it is found that obvious effect has been obtained by vibro-com-pact method for underwater loose sand.
出处
《水运工程》
北大核心
1992年第4期37-42,共6页
Port & Waterway Engineering
