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Application of the Richards Model for Settlement Prediction Based on a Bidirectional Difference-Weighted Least-Squares Method

机译:双向差分加权最小二乘方法的Richards模型在沉降预测中的应用

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摘要

Predictions of subgrade settlement are important in engineering construction. However, current settlement prediction methods are often unsatisfactory; therefore, the Richards model, which is widely used in the biological field, is introduced in this paper to predict subgrade settlement. To improve the prediction accuracy of soft soil subgrade settlement, the settlement properties of soft soil subgrade and the characteristics of the Richards model are analyzed, and a form of the Richards model based on the bidirectional difference-weighted least-squares (BD-WLS) method is proposed. The performance of the BD-WLS method is verified via comparison with traditional methods of parameter estimation. Moreover, a case study is used to evaluate the predictive effectiveness of the Richards model based on the optimal parameter estimation method. The results show that the Richards model can reduce the mean absolute error by 2.15% on average and improve the prediction accuracy by 22.14% on average compared to other available models. Thus, the Richards model is considered suitable for simulating and predicting the settlement of soft soil subgrade, and it has excellent application potential for settlement prediction.
机译:路基沉降的预测在工程建设中很重要。但是,当前的沉降预测方法常常不能令人满意。因此,本文介绍了在生物领域广泛使用的理查兹模型,以预测路基沉降。为了提高软土路基沉降的预测精度,分析了软土路基的沉降特性和Richards模型的特征,并基于双向差分加权最小二乘(BD-WLS)建立了Richards模型的一种形式。提出了方法。通过与传统的参数估计方法进行比较,验证了BD-WLS方法的性能。此外,通过案例研究,基于最优参数估计方法评估了Richards模型的预测有效性。结果表明,与其他可用模型相比,Richards模型可将平均绝对误差平均降低2.15%,并将预测准确度平均提高22.14%。因此,理查兹模型被认为适合于模拟和预测软土路基的沉降,并且在沉降预测中具有极好的应用潜力。

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