摘要
利用实际工程中观测得到的数据,研究真空联合堆载预压条件下各深度土体孔隙水压力的变化规律,初步探索在该条件下有效加固深度和加固效果,为设计和施工提供参考。
Based on the real engineering data,the authors carried out a study on the variation law of soil pore water pressure of different depth under vacuum&surcharge preloading,explored the effective reinforcement depth and reinforcement effect under the above condition,so as to provide a reference for design and construction.
出处
《水运工程》
北大核心
2004年第2期4-6,3,共4页
Port & Waterway Engineering
关键词
真空预压
堆载
孔隙水压力
vacuum preloading
surcharge
pore water pressure
