摘要
以隔河岩水电站厂房基坑集水井边坡工程施工过程中的动态稳定预测、变形规律分析及失稳时间预报为例，研究了边坡动态稳定性及与边坡发育阶段的关系，据实测资料分析了边坡的稳定状态及趋势，提出了非等间距ＧＭ（１，１）－Ｖｅｒｈｕｌｓｔ灰色联合失稳时间预报模型。
Taking the prediction of dynamic stability, displacement analysis and sliding time forecasting during the construction of the gully slope of power house in Geheyan hydropower station as an example, the dynamic stability of slope and the relation of stability and its developing stage are studied. The stability and tendency of slope engineering are analysed with field measurement. A united grey forecasting model of GM(1, 1) and Verhulst on sliding time of slope are put forward.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1998年第2期117-122,共6页
Chinese Journal of Rock Mechanics and Engineering
