摘要
研究了全新世Q4、更新世Q3及以前冲洪积粘性土地基极限承载力概率分布特征。
In this paper the statistical characteristics of bearing capacity of some cohesional soil foundations were studied,and the variable factors and standard values of bearing capacity were presented.
出处
《石家庄铁道学院学报》
1999年第4期1-6,共6页
Journal of Shijiazhuang Railway Institute