地基沉降的泊松模型预测
지기침강적박송모형예측
The Poisson Model Prediction of Foundation Settlement
  • 万方数据
    公路工程 공로공정
    Highway Engineering
    2015年 5期 225-227,230 ,共4页

    邹隽%刘胜峰

    추준%류성봉

    地基沉降%泊松曲线模型%机理分析 地基沉降%泊鬆麯線模型%機理分析
    지기침강%박송곡선모형%궤리분석
    foundation settlement%the posson model%mechanism analysis
    根据地基沉降的发展规律，建立泊松曲线预测模型，介绍模型的特点及求解过程，通过分析机理和工程实例，证明了在线性加载或近似线性加载的情况下，该模型能够很好地反映全过程的沉降量与时间的关系。
    근거지기침강적발전규률，건립박송곡선예측모형，개소모형적특점급구해과정，통과분석궤리화공정실례，증명료재선성가재혹근사선성가재적정황하，해모형능구흔호지반영전과정적침강량여시간적관계。
    According to the law of the development of foundation settlement,this paper builds the poisson model prediction and introduces the model’s characteristics and solution procedure.By analysing the mechanisms and project cases,the paper proves under the circumstances of linear load and nearly lin-ear load,this kind of model can reflect the relationship between the settling volume and the time during o-verall process.
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