摘要
根据软土地基加固控制差异沉降变形理论,在道路软土路基加固工程中,采用疏化布桩的方法加固软土路基,通过现场试验,进一步验证了带帽控沉疏桩在加筋褥垫层加固路基中的作用,得到了试验数据和一系列有益的结论。
Strengthening control differential settlement based on soft ground deformation theory, the road soft roadbed reinforcement project, the use of sparse pile of cloth soft subgrade reinforcement approach, through field trials, further validated in controlled caped piles reinforced cushion subgrade strengthening the role of test data and have been a series of useful conclusions.
出处
《科技与创新》
2015年第7期75-76,共2页
Science and Technology & Innovation
关键词
带帽控沉疏桩
加筋褥垫层
地基加固
软土路基
controlled caped piles
reinforced cushion
foundation reinforcement
soft subgrade