摘要
初步建立了适用于岩体网络渗流分析的防渗帷幕和排水孔幕模拟方法，提出了复杂边界条件下渗流分析的边界预调整法，并通过算例表明所提方法是合理有效的。
A modeling method of grouting curtain and drainage curtain is studied for the network seepage analysis of blocky rock mass. Further, a boundary pre-adjustment method is proposed to calculate the seepage field with complicated boundary condition. An example is presented to prove the simplicity and efficiency of the proposed method.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2001年第4期473-476,共4页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金(59979021)
国家"九五"重点科技攻关(96-221-04-03-01)资助工项目。
