| 大面积堆场逐级增高下软土地基变形特性 |
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| 引用本文： | 宛子瑞.大面积堆场逐级增高下软土地基变形特性[J].环境卫生工程,2006,14(2):45-47. |
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| 作者姓名： | 宛子瑞 |
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| 作者单位： | 天津市市容环境管理委员会堆山工程指挥部,天津,300201 |
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| 摘 要： | 通过历时2 a的现场监测,揭示了大面积堆场逐级增高情况下软土地基变形特性的规律,总结了固结沉降的规律,为软土地基的固结沉降分析计算提供依据.
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| 关 键 词： | 建筑垃圾 大面积堆载 监控量测 变形特性 |
| 文章编号： | 1005-8206（2006）02-0045-03 |
| 收稿时间： | 2006-02-13 |
| 修稿时间： | 2006年2月13日 |
Deformation Properties of Soft Foundation by Progressive Increase in Large-Scale Stockyard |
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| Wan Zirui.Deformation Properties of Soft Foundation by Progressive Increase in Large-Scale Stockyard[J].Environmental Sanitation Engineering,2006,14(2):45-47. |
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| Authors: | Wan Zirui |
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| Institution: | Tianjin City Appearance Environmental Management Committee Construction Stacking Waste Mountain Engineering Command, Tianjin 300201 |
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| Abstract: | With the help of 2 year field monitoring, the deformation properties of soft foundation under large- scale progressive increase preloading were reveoled, and the deformation and consolidation settlement laws of soft foundation are obtained. The achieved results can provide a basis for the analysis and calculation of consolidation and settlement for soft foundation. |
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| Keywords: | Construction waste Large- scale preloading Monitoring Deformation property |
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