| 珠海港高栏港区5000吨级多用途码头工程软基处理方案分析 |
| |
| 引用本文： | 曾顺平.珠海港高栏港区5000吨级多用途码头工程软基处理方案分析[J].中国港湾建设,2010(5):15-17. |
| |
| 作者姓名： | 曾顺平 |
| |
| 作者单位： | 珠海格力港务有限公司,广东珠海519020 |
| |
| 摘 要： | 针对珠海港高栏港区5 000吨级多用途码头软基处理工程,论述了软基处理方案的构思,分析了工程的重点和难点,提出了关键性技术问题的对策。实施结果表明,堆载对于护岸的整体稳定影响较为突出,软基处理后的残余沉降是主要控制因素。
|
| 关 键 词： | 码头 软基处理 排水固结 堆载预压 |
Analysis on Soft Foundation Treatment Scheme of 5 000 ton Multi-purpose Terminal Engineering in Zhuhai Gaolan Port |
| |
| ZENG Shun-ping.Analysis on Soft Foundation Treatment Scheme of 5 000 ton Multi-purpose Terminal Engineering in Zhuhai Gaolan Port[J].China Harbour Engineering,2010(5):15-17. |
| |
| Authors: | ZENG Shun-ping |
| |
| Institution: | ZENG Shun-ping(Zhuhai Geli Harbor Service Co.,Ltd.,Zhuhai,Guangdong 519020,China) |
| |
| Abstract: | This paper discusses the conception of soft foundation treatment scheme,analyses the key point and difficult point of the project,and puts forward the countermeasures to key technological problems based on the soft foundation treatment project of 5 000 ton multi-purpose terminal in Zhuhai Gaolan Port.The results show that,preloading is a predominant influence on the stability of revetment,the residual settlement after soft foundation treatment is the main control factor. |
| |
| Keywords: | terminal soft foundation treatment consolidated drained preloading |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
