| 对《港口工程地基规范》关于垂直固结度计算的修正意见 |
| |
| 引用本文： | 周连有. 对《港口工程地基规范》关于垂直固结度计算的修正意见[J]. 港工技术, 2008, 0(2): 39-40 |
| |
| 作者姓名： | 周连有 |
| |
| 作者单位： | 天津市交通委员会,天津,300250 |
| |
| 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。
|
| 关 键 词： | 港口工程 地基规范 固结度 修正 |
| 文章编号： | 1004-9592(2008)02-0039-02 |
| 修稿时间： | 2007-12-14 |
Revising Opinion on Calculation of Vertical Consolidation Degree in Code for Soil Foundations of Port Engineering |
| |
| Zhou Lianyou. Revising Opinion on Calculation of Vertical Consolidation Degree in Code for Soil Foundations of Port Engineering[J]. Port Engineering Technology, 2008, 0(2): 39-40 |
| |
| Authors: | Zhou Lianyou |
| |
| Abstract: | 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. |
| |
| Keywords: | port engineering foundation code consolidation degree revision |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
