| 填海造地工程中的软基沉降预测研究 |
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| 引用本文： | 董川.填海造地工程中的软基沉降预测研究[J].铁道科学与工程学报,2011,8(3):51-56. |
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| 作者姓名： | 董川 |
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| 作者单位： | 中国中铁四局集团第七工程公司,安微合肥,230022 |
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| 摘 要： | 基于某填海造地道路地基处理工程中的软基沉降监测实测数据,采用双曲线法、三点法和星野法对软土地基沉降进行了预测和比较研究,并对3种方法的预测结果和实测数据进行了对比分析.研究结果表明,双曲线法和星野法的预测沉降值与实测值比较吻合；三点法的预测沉降值与实测值偏差较大,且收敛速度较慢.所得结论对于类似工程中的沉降预测具有参考...
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| 关 键 词： | 填海造地 软基处理 沉降预测 |
Reclamation engineering forecasting methods of soft soil comparative study |
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| DONG Chuan.Reclamation engineering forecasting methods of soft soil comparative study[J].Journal of Railway Science and Engineering,2011,8(3):51-56. |
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| Authors: | DONG Chuan |
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| Institution: | DONG Chuan(China TieSiJu Group in Seventh Engineering Co.,Hefei 230022,China) |
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| Abstract: | Based on foundation subsidence monitoring,using hyperbolic method,three points and Hoshino method settlement of soft soil foundation is forecasted,and the forecasty results and the measured data are compared analyzed.Research results show that hyperbolic method and the Hoshino method sedimentation value is consistent with the measured data;Three points has large difference with the measured data,and the convergent speed is slow.The conclusion has reference value for similar engineering. |
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| Keywords: | reclamation soft foundation treatment subsidence prediction |
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