摘要
本文以可靠度理论为基础,对土石坝稳定性可靠度设计的原理与方法进行了分析研究。结果表明,采用可靠度理论进行土石坝设计是可行的。本文的工作可为今后类似工程提供经验和参考依据。
Reliability analysis of slope stability of earth-rock fill dams is conducted in the present paper. It is indicated that it is applicable for the designation for the earth-rock fill dams by using the reliability analysis. The work in the present paper can be good suggestion for the similar engineering.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S2期287-290,295,共1页
Rock and Soil Mechanics
关键词
土石坝
可靠度
稳定性
earth-rock dam
reliability
stability
