| 塑料排水板堆载预压法软基加固监测分析 |
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| 引用本文： | 黎玉,王齐仁.塑料排水板堆载预压法软基加固监测分析[J].福建建筑,2010(9):80-82. |
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| 作者姓名： | 黎玉 王齐仁 |
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| 作者单位： | 湖南科技大学,411201 |
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| 摘 要： | 结合东莞某集装箱码头工程实际,介绍塑料排水板堆载预压法在软基处理工程中的应用情况,现场进行了地面沉降和分层沉降监测,结合现场监测的数据,分析了场地中B1区塑料排水板堆载预压的加固效果,实践证明能够达到设计要求,地面沉降总量410～606mm左右,是经济可靠的软基加固方法。
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| 关 键 词： | 塑料排水板 堆载预压 软基加固 固结度 |
Evaluation on monitoring data of reinforcing soft clay foundation by preloading accumnlating load method with plastic drain plate |
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| Li Yu Wang Qiren.Evaluation on monitoring data of reinforcing soft clay foundation by preloading accumnlating load method with plastic drain plate[J].Fujian Architecture & Construction,2010(9):80-82. |
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| Authors: | Li Yu Wang Qiren |
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| Affiliation: | Li Yu Wang Qiren {Hunan University of Science and Technology 411201} |
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| Abstract: | This article introduced the reinforcing soft clay foundation by preloading accumulating load method with plastic drain plate according to a succeed example engineering practice. Analyzed the reinforce effect of section B1 by lots of aspects, including layering settlement, pore water pressure, horizontal deformation etc. The land subsidence is about 410~606mrm The results dem- onstrate that this method is entirely satisfied with the requirement of design and economic. |
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| Keywords: | Plastic drain plate Preloading Reinforcing soft clay foundation Consolidation degree |
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