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。
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.
出处
《路基工程》
2012年第5期177-179,共3页
Subgrade Engineering
关键词
软土地基
沉降预测
MMF模型
soft soil subgrade
settlement prediction
the MMF model
