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Research on Slope Deformation Prediction Based on Fractional-Order Calculus Gray Model

机译:基于分数阶演算灰色模型的边坡变形预测研究

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摘要

Slope deformation prediction has important significance for slope prevention and control. Based on historical time series, the trend of displacement variation can be predicted in advance, and according to the development trend, risk warnings and treatment measures are proposed. The use of the mathematical model to predict slope deformation has been proved to be feasible by many studies; therefore, the choice of the predictive model and the practicability of the model are crucial issues in the prediction of slope deformation, and the mathematical prediction model used should be less complicated considering the practicality of the model. In view of slope deformation prediction, a fractional-order calculus gray model based on the coupling of gray theory and the fractional derivative method is proposed, which takes a deep foundation pit slope in Chongqing, Southwest China, as the study object. The fractional-order gray model is compared with the traditional gray models; therefore, the results show that the accuracy of slope deformation prediction based on the gray coupling model of cumulative displacement and fractional calculus is significantly higher than that of the conventional gray model, and its error is in the acceptable range compared with the actual monitoring data, which can meet the needs of engineering application. Compared with the traditional gray theory method, the gray coupling model of fractional-order calculus only increases the fractional derivative order, which is verified to be feasible, and can be used as a reference method for slope deformation prediction. It has a certain theoretical basis and a good application prospect in slope deformation prediction.
机译:边坡变形预测对边坡防治具有重要意义。基于历史时间序列,可以提前预测位移变化趋势,并根据发展趋势,提出风险预警和处理措施。许多研究证明,使用数学模型预测边坡变形是可行的。因此,预测模型的选择和模型的实用性是边坡变形预测中的关键问题,考虑到该模型的实用性,所使用的数学预测模型应该不那么复杂。针对边坡变形预测问题,提出了一种基于灰色理论与分数阶导数方法相结合的分数阶微积分灰色模型,以西南重庆某深基坑边坡为研究对象。将分数阶灰度模型与传统灰度模型进行了比较;因此,结果表明,基于累积位移和分数演算灰色耦合模型的边坡变形预测精度明显高于常规灰色模型,与实际监测数据相比,其误差在可接受的范围内;可以满足工程应用的需求。与传统的灰色理论方法相比,分数阶演算的灰色耦合模型仅增加了分数阶导数,经验证是可行的,可作为边坡变形预测的参考方法。具有一定的理论基础,在边坡变形预测中具有良好的应用前景。

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  • 来源
    《Advances in civil engineering》 |2018年第9期|9526216.1-9526216.9|共9页
  • 作者单位

    Chongqing Three Gorges Univ, Civil Engn Coll, Chongqing 404100, Peoples R China;

    Jiangxi Engn Res Ctr Water Engn Safety & Resource, Nanchang 330099, Jiangxi, Peoples R China|Changjiang Water Resources Commiss, Changjiang River Sci Res Inst, Wuhan 430010, Hubei, Peoples R China;

    Chengdu Univ Technol, Coll Environm & Civil Engn, Chengdu 610059, Sichuan, Peoples R China;

    Chongqing Jiaotong Univ, Sch River & Ocean Engn, Chongqing 400074, Peoples R China;

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