摘要
系统和有选择地讨论了有关土坡稳定分析的一般性理论和常规方法 。
General theories and conventional methods of slope stability analysis are discussed systematically and selectively, the specific applicability of which is also stated briefly in connection with the failure of embankment engineering caused by eventual flood in recent years.
出处
《湖南大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2001年第3期97-101,共5页
Journal of Hunan University:Natural Sciences