摘要
探讨了有支护基坑整体稳定性分析中的孔隙水压力计算问题，着重讨论了稳定渗流引起的孔隙水压力计算与传统有自由渗流面的边坡稳定计算的不同之处，指出某些情况下进行基坑整体稳定分析之前应先进行流网分析。
The calculation method about pore water pressur ecaused by seepage in excavation with supporting structure is discussed,which is different to that in slope with free surface flow.It is concluded that in some cases,seepage calculation is necessary before stability analysis of excavation.
出处
《工业建筑》
EI
CSCD
北大核心
1998年第9期12-13,17,共3页
Industrial Construction
