摘要
本文叙述地基概率极限状态设计中对地基土物理力学性指标的统计方法,着重介绍对土的抗剪强度指标进行统计的“简化相关法”。
This paper gives description on the use of statistical method for computing mechanical index of foundation soil by probability limit state design, and puts emphasis on the 'simplified correlation method' for statistics of shearing str ength index of foundation soil.
出处
《水运工程》
北大核心
1992年第4期55-58,共4页
Port & Waterway Engineering
