摘要
本文论述了南宁至昆明新建铁路永丰营车站软土路堤坍滑形成的机理及软基加固的工程措施，并对该工点处理过程中的施工方法和现场监测也进行论述，最后谈了作者的体会。
Mechanism why the collapse landslip of soft soil embankment happened atYongfengying station of the new railway between Nanning and Kunming and the engineeringmeasure to reinforce·the soft soil embankment are discussed,the construction method and themonitor at the scene to this work point in handling course are discussed too,and lastly,theauthor’s realizations are described in this paper.
出处
《铁道工程学报》
EI
1995年第4期41-49,共9页
Journal of Railway Engineering Society
关键词
软土
路堤
分析
处理
soft soil
embankment
analysis
disposal
