| 新会基地码头软基加固监测及效果评价分析 |
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| 引用本文： | 高会强.新会基地码头软基加固监测及效果评价分析[J].港工技术,2009,46(4):53-55. |
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| 作者姓名： | 高会强 |
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| 作者单位： | 中交四航工程研究院有限公司,广东,广州,510230 |
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| 摘 要： | 以新会基地码头软基处理工程为例，着重介绍软土地基在堆载预压下土体的变形、固结过程。通过对地表沉降、孔隙水压力、水平位移的现场观测及对实测数据的分析，结果表明，堆载预压法能达到预期的加固目的，是经济可靠的软基加固方法。
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| 关 键 词： | 软土地基 堆载预压 固结度 监测 |
Evaluation and Monitor on Xinhui Base Dock's Foundation Treatment |
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| Gao Huiqiang.Evaluation and Monitor on Xinhui Base Dock''s Foundation Treatment[J].Port Engineering Technology,2009,46(4):53-55. |
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| Authors: | Gao Huiqiang |
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| Institution: | Gao Huiqiang(Engineering Technology Research Co.,Ltd.of CCCC Fourth Harbor Engineering Co.,Ltd.,Guangzhou Guangdong 510230,China) |
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| Abstract: | Taking soft foundation treatment project of Xinhui base dock for example,the deformation and consolidation process of the soft soil foundation under heaped-load preloading are mainly introduced.We monitored the surface settlement,pore water pressure and the horizontal displacement.Through the analysis of the experimental data,we conclude that such treatment can reach the target result,the preloading method with accumulation load is an economic and reliable one reinforcing soft clay foundation. |
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| Keywords: | soft clay foundation preloading method of accumulation load degree of consolidation monitoring |
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