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After Construction Settlement Prediction of the High Rock Filled Embankment Based on Improved GM(1,1)

机译:基于改进GM(1,1)的高填石路堤工后沉降预测。

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The hight of the west shanghai-chengdu highway rock filled embankment is more than 72m. In order to precisely predict the after construction settlement,based on the gray theory,the equal time interval GM(1,1) model was established and made some improvements.By use of the improved GM(1,1) model,the after construction settlement of the high rock filled embankment was predicted. Compared with the measured data,the predicted data has a good fitness.It shows that the predict precision of the improved GM(I,l)model is much higher than that of the conventional model.It's worth to popularize this new method in predicting the settlement of high rock filled embankment.
机译:沪成高速公路西部填石路堤的最高高度超过72m。为了准确预测施工后沉降,基于灰色理论,建立了等时间隔GM(1,1)模型并进行了一些改进。预测了高填石路堤的沉降。与实测数据相比,预测数据具有很好的适应性。表明改进的GM(I,l)模型的预测精度远高于传统模型,值得推广。高填石路堤的沉降。

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