摘要
通过对地基沉降、路基本体变形的观测 ,研究分析了软土地基不同处理措施的地基沉降规律 。
Based on the observation data of the settlement and the deformation in the soft ground and the embankment, the main characteristics of railroad subgrades settlement treated with different methods are analyzed. Besides, the effects of railroad base settlement on the deformation of the improved soil embankment are discussed.
出处
《岩土工程技术》
2003年第5期276-280,293,共6页
Geotechnical Engineering Technique
基金
铁道部科技发展计划项目 (97G0 1B)
关键词
软土地基
改良土路堤
变形
沉降
soft ground
improved embankment
deformation
settlement
