摘要
基于高速客运专线对路基变形的严格要求,路基填料改良已成为高速铁路不可回避的问题。结合郑西高速客运专线工程,通过大量土工试验和理论分析,研究了石灰改良黄土的击实特性、压缩特性、强度特性以及影响其工程力学特性的主要因素,为黄土地区高速客运专线路基填料的选择和应用,提供了参考依据。
The characteristic of improved soil is important for high-speed railway, because of the strict demand of the embankment soil for high-speed railway. In the Zheng-xi high-speed passenger special railway, a large number of soil test and theoretical analyses, compactness, compressibility, strength of improved-loss and major factors influencing the engineering mechanical properties are studied. This experiment could provide a references to choice and application of roadbed filling in high-speed passenger special railway in loess region.
出处
《铁道科学与工程学报》
CAS
CSCD
北大核心
2005年第6期53-57,共5页
Journal of Railway Science and Engineering
基金
甘肃省自然科学基金资助项目(ZS031-B25-005-G)
兰州交通大学"青蓝工程"基金资助项目
关键词
路基
路基填料
高速客运专线
黄土
石灰改良土
embankment
roadbed filling
high-speed passenger special railway
loess
lime-improved loess