摘要
通过计算证明,现行港口工程地基规范中关于垂直固结度的公式有局限性,特别是当固结度在30%以内时,误差较大,对此提出了几点建议。
It is proved by the calculation that the formula of vertical consolidation degree in the present Code for Soil Foundation of Port Engineering exists the limitations. The errors are larger especially when the consolidation degree being within 30%. So, several proposals are raised for it.
出处
《港工技术》
北大核心
2008年第2期39-40,共2页
Port Engineering Technology
关键词
港口工程
地基规范
固结度
修正
port engineering
foundation code
consolidation degree
revision
