码头工程驳岸地基稳定监测结果分析  

Analysis on Stable Monitoring Result of Wharf Project Shorewall Foundation

作　　者：张健 章文渊 

机构地区：[1]上海港湾工程质量检测有限公司,上海200032

出　　处：《工程质量》2009年第9期16-19,共4页Construction Quality

摘　　要：通过舟山中远船务一号泊位地基稳定监测资料分析,对在舟山地区典型的工程地质条件下,筑堤过程中的深层土体位移和孔隙水压力监测结果进行讨论,并就此类工程地质条件下进行碎石类桩地基加固的设计和施工提出建议。Analyzing the stable monitoring data of foundation in No.1 berth of COSCO SHIPYARD, deep level land movement and pore water pressure during the construction is discussed on the condition of typical engineering geological conditions in Zhoushan area. Also the design and construction suggestion of foundation reinforced in this condition is put forward.

关 键 词：深层土体位移 孔隙水压力 岸坡稳定 

分 类 号：TU413[建筑科学—岩土工程]