关于现行基坑抗渗流稳定计算方法及相关讨论  

Anti-seepage Stability Analysis Method in Foundation Pit Design and Relative Discussions

作　　者：卫丹[1] 

机构地区：[1]上海市政工程设计研究总院(集团)有限公司,200092

出　　处：《特种结构》2015年第4期97-99,96,共4页Special Structures

摘　　要：目前基坑抗渗流稳定的计算主要有三种方法,计算的结果和判断标准并不一致,为了正确理解基坑抗渗流稳定的计算方法,本文对基坑抗渗流稳定计算的三种常见方法进行了对比分析,得到基坑抗渗流计算公式的正确运用方式。At present,there main are three methods for anti-seepage stability calculation of foundation pit.They have different judgment standards and get different results.In order to understand them correctly,the three common methods of the anti-seepage stability used for foundation pit were compared analyzed in details.The correct method for using the formulas of anti-seepage stability has been obtained.

关 键 词：基坑 抗渗流稳定 止水帷幕 对比分析 

分 类 号：TU463[建筑科学—结构工程]