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真空预压软基处理分层沉降监测
引用本文:凌柏平,龚永康,张建跃.真空预压软基处理分层沉降监测[J].水运工程,2010(12).
作者姓名:凌柏平  龚永康  张建跃
作者单位:中交上海航道勘察设计研究院有限公司,上海,200120
摘    要:介绍真空预压软基处理工程中的沉降产生机理,特别是分层沉降的监测。浅层及深层软基处理过程中,分层沉降管会发生弯曲,弯曲导致管口发生一定的沉降,分析这种弯曲产生的沉降对分层沉降数据处理的影响,并研究了相应的解决方法。讨论了分层沉降管的刺入沉降问题,发现刺入沉降对数据处理无影响。结合工程实例进行了数据处理与分析,发现剔除分层沉降管的弯曲变形导致的磁环被动沉降量后,数据更加真实可信,这种处理问题的方法在工程中有广泛的现实意义。

关 键 词:真空预压软基处理  分层沉降  数据处理

Layered settlement monitoring of soft foundation treatment by vacuum preloading method
LING Bai-ping,GONG Yong-kang,ZHANG Jian-yue.Layered settlement monitoring of soft foundation treatment by vacuum preloading method[J].Port & Waterway Engineering,2010(12).
Authors:LING Bai-ping  GONG Yong-kang  ZHANG Jian-yue
Abstract:The settlement generating mechanism of vacuum preloading soft foundation treatment is introduced.In the process of soft foundation treatment,the layered settlement pile will bend and thus induce some settlement.The effect of pile bending on data processing and its solution are analyzed.Meanwhile,the punching settlement of the pile is also discussed,and the conclusion is drawn that it has no influence on data processing.Data processing is analyzed combining with an engineering example,which comes into the conclusion that after rejecting the passive settlement of magnetic ring caused by the bending of layered settlement pile,the data is more true and reliable,so this method shall be widely used.
Keywords:soft foundation treatment by vacuum preloading  layered settlement  data processing
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