摘要
针对南京地铁中胜站典型的二元化地质概化模型,分析承压不完整井在非稳定流和干扰状况下的工作机理,提出了一套相对完善的计算设计方法,计算结果与施工监测结果基本吻合。该方法可为类似工程的设计和施工提供参考。
It is analyzed that the working principles of an imperfect confined water well subjected to nonsteady seepage and interfering conditions;and a set of relative perfect design and calculation methods are also proposed,whose results are basically agreed with monitoring results during construction.The methods may be a reference for the design and construction of similar projects.
出处
《工业建筑》
CSCD
北大核心
2005年第z1期577-581,共5页
Industrial Construction
关键词
深基坑
地基降水
承压水
非稳定流
不完整井
deep excavation dewatering pressure water non-steady seepage imperfect well
