摘要
土的压缩指数Cc是不同应力历史状况土层的变形分析中的重要计算参数。结合润扬大桥北锚碇科研项目,对压缩指数Cc问题进行了试验研究,讨论和分析了压缩指数Cc与天然孔隙比e0 和天然含水量的相关关系,以便对压缩指数有进一步的认识和研究。
The compression index of soil is an important computation parameter in the settlement analysis dealing with soils which have different stress histories. Laboratory soil tests were performed on samples of north concrete anchor at south branch of Ruyang Bridge. The correlation of compression index with the natural void ratio and natural water content is analyzed in order to further know and research on the compression index.
出处
《建筑科学》
北大核心
2005年第2期69-71,共3页
Building Science
