Boltzmann模型在高速铁路路基沉降预测中的应用  

Application of the Boltzmann model in high speed railway embankment settlement prediction

作　　者：徐卫平[1] 赵松琴[1] 吴勇[1] 

机构地区：[1]三峡大学土木与建筑学院,湖北宜昌443002

出　　处：《山西建筑》2013年第36期167-168,共2页Shanxi Architecture

摘　　要：通过研究高速铁路路基沉降量与时间的关系,并结合目前工程实际中常用的沉降预测方法,建立了Boltzmann预测模型,将该模型应用于具体的工程,证明了该模型应用于高速铁路路基沉降预测的合理性。Studying the relation between the settlement of high speed railway subgrade and time and combining with the subsidence prediction method that is commonly used in engineering practice, the Boltzmann prediction model was established, and the model was applied to concrete engineering, it showed that the fact had the certain rationality that the method was applied in high speed railway roadbed settlement prediction.

关 键 词：Boltzmann模型 高速铁路 沉降预测 

分 类 号：U416.1[交通运输工程—道路与铁道工程]