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软土地基沉降特征分析及MMF模型的应用
引用本文:周斌.软土地基沉降特征分析及MMF模型的应用[J].路基工程,2012,0(5):177-179.
作者姓名:周斌
作者单位:西安铁路职业技术学院,西安 710600
摘    要:大量观测数据和理论研究表明软土地基沉降曲线发展规律一般经过发生、发展、稳定后达一定极限,其表现符合成长曲线的基本形式。分析了软土地基的工程特性和沉降特性,建立软土地基全过程沉降预测的MMF模型,利用Origin软件求解模型参数,给出模型的求解方式,讨论了模型预测效果,工程实例预测结果表明所建立模型具有科学性和适用性。

关 键 词:软土地基    沉降预测    MMF模型
收稿时间:2019-11-06

Analysis on Settlement Feature of Soft Soil Subgrade and Application of the MMF Model
Authors:ZHOU Bin
Institution:ZHOU Bin (Xi'an Railway Vocational & Technical Institute, Xi'an 710600, China)
Abstract:A large number of observational data and theoretical studies indicate that the development law of soft soil subgrade settlement curve generally goes from occurrence, development, stable, and then to a certain limitation. Its manifestation is in line with the basic form of growth curve. This paper analyzed the engineering and settlement characteristics of soft soil subgrade to establish the MMF model for prediction in whole course of soft soil subgrade settlement ; and Origin software is used to solve the parameters of the model and give the way in which the model is solved; in addition, the effect of model prediction is discussed. The prediction result via case study shows that the model established has the scientificity and applicability.
Keywords:soft soil subgrade  settlement prediction  the MMF model
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