杭绍台铁路临海站铺轨基地的软土地基加固方案研究

利用既有场地改建的铺轨基地，新旧场地地基在承载力和变形特性方面存在差异，分析地基加固方案中的关键影响因素，研究确定了满足承载力要求基础上同时满足长轨存放区严格的沉降控制标准的加固方案。结果表明:采用标准化设计思路确定的加固方案合理、可靠。

Study on Soft Soil Foundation Reinforcement Scheme for Track Laying Base of Hangzhou—Shaoxing—Taizhou Railway Linhai Station

The bearing capacity and deformation characteristics of old and new site foundations are different for the track laying base rebuilt using existing site. This paper analyzes the key influencing factors in the foundation reinforcement scheme, studies and determines the reinforcement scheme that meets the requirements of bearing capacity and also meets the strict settlement control standards of the long-track storage area. The results show that the reinforcement scheme determined using design ideas with standardization is reasonable and reliable.