摘要
针对西南某高速铁路客运站深厚软基高填方工程,在现场成桩试验基础上,研究了预应力管桩在环滇池地区深厚淤泥质土中的适用性,对施工完毕后的填方过程进行了沉降监测。监测表明,沉降稳定,无病害发生,整治效果良好,为以后同类工程提供了一定的参考经验。
For a southwest high speed railway station deep soft base high fill project. The adaptation of PHC pile used in the deep mucky soil around the Dianchi is researched on the base of the pile site test. After the construction,the observation of embankment deformation was performed. Results of monitoring indicated that the ground settlement was stable and there was no disease happened. In general,the ground treatment has get a good result. It offers certain reference experience for the same kind of engineering.
作者
封志军
Feng Zhijun(China Railway Eryuan Engineering Group Co. , Ltd, Chengdu 610031 , Chin)
出处
《山西建筑》
2018年第21期63-64,共2页
Shanxi Architecture
关键词
预应力管桩
高速铁路
深厚软基
Key words: PHC pile
high speed railway
deep soft ground