This paper discuss application of grey system theory in soft soil roadbed settlement forecast on the basis of analyzing soft foundation settlement rule, and introduce grey model into soft soil roadbed settlement forecast, establish settlement GM(1,1) the forecast model.
本文在分析软基沉降规律的基础上探讨了灰色系统理论在软基沉降预测中的应用,将灰色模型引入到软土路基沉降预测中,建立了沉降的GM(1,1)预测模型。
参考来源 - 软土路基沉降计算及预测方法研究·2,447,543篇论文数据,部分数据来源于NoteExpress
The two main concerns in preloading on soft foundation are stability analysis, consolidation analysis, and settlement calculation.
在软基上填筑路堤或进行堆载预压时主要关心的是稳定问题和固结沉降问题。
The settlement of a soft soil foundation often manifests as complicated features at time sequence due to the influence of many factors.
软土地基沉降受众多因素的影响,在时序上表现出复杂的非线性特征。
The normal calculation studies the stability, settlement and average degree of consolidation of the soft foundation.
通过常规方法计算方法,研究软土路基的沉降量、平均固结度及稳定性。
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