| 软土地区工程性地面沉降预测的非等时距GM(1,1)模型 |
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| 引用本文： | 王寒梅,唐益群,严学新,王建秀,卢辰.软土地区工程性地面沉降预测的非等时距GM(1,1)模型[J].工程地质学报(英文版),2006,14(3):398-400. |
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| 作者姓名： | 王寒梅 唐益群 严学新 王建秀 卢辰 |
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| 作者单位： | 1.上海市地质调查研究院,上海200072; |
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| 基金项目： | 国土资源部、上海市人民政府合作项目“上海市三维城市地质调查”(No.基[2004]011-02)资助，上海市重点学科建设基金资助项目 |
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| 摘 要： | 大规模城市建设诱发的工程性地面沉降已成为上海软土地区地面沉降新的制约因素。本文针对上海地区工程性地面沉降特点,运用灰色理论建立了非等时距GM(1,1)预测模型,并用工程实测数据进行检验,得到令人满意的预测结果。研究结果对预测和控制软土地区由建筑物群引起的地面沉降具有重要意义。
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| 关 键 词： | 软土 工程性地面沉降 非等时距GM(1 1)模型 |
| 文章编号： | 1004-9665/2006/14（03）-0398-03 |
| 收稿时间： | 2005-08-24 |
| 修稿时间： | 2006-01-12 |
AN UNEQUAL TIME - INTERVAL GM( 1,1 ) MODEL FOR PREDICTING GROUND SETTLEMENT IN SHANGHAI SOFT SOIL ENGINEERING |
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| WANG Hanmei,TANG Yiqun,YAN Xuexin,WANG Jianxiu,LU Chen.AN UNEQUAL TIME - INTERVAL GM( 1,1 ) MODEL FOR PREDICTING GROUND SETTLEMENT IN SHANGHAI SOFT SOIL ENGINEERING[J].Journal of Engineering Geology,2006,14(3):398-400. |
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| Authors: | WANG Hanmei TANG Yiqun YAN Xuexin WANG Jianxiu LU Chen |
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| Institution: | 1.Shanghai Institute of Geological Survey,Shanghai 200072;2.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092 |
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| Abstract: | The ground settlement caused by large-scale urban construction has become a new restriction factor of ground settlement in soft soil area of Shanghai.An unequal time-interval GM(1,1) predicting grey model is established according to the characteristics of ground settlement in soft soil area.The model is proved to be satisfying through the examination of engineering practice,and is of significant importance for the prediction and control of ground settlement.induced by engineering construction. |
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| Keywords: | Soft soil Ground settlement induced by engineering Unequal time-interval GM(1 1) model Shanghai |
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