摘要
以成都地铁18号线火车南站车站基坑工程为例,对开挖施工过程中既有桩基加固处理方案进行分析,重点阐述了加固的技术措施,通过对沉降监测数据分析,得知该加固技术合理有效,以期对工程施工有所帮助。
Taking the foundation pit project of south railway station of Chengdu metro line 18 as an example,this paper analyzes the treatment scheme of existing pile foundation reinforcement during excavation construction,and mainly expounds the technical measures of reinforcement.Through the analysis of settlement monitoring data,it is found that the reinforcement technology is reasonable and effective,so as to be helpful to the construction of the project.
引文
[1]詹黎明,黄忆龙.广州美术学院33#楼桩基托换与设计[J].铁道建筑技术,2002(2):23-24.
[2]冯卫星,曹金文.地铁施工中的桩基托换技术[J].石家庄铁道学院学报,2000,13(3):79-81.
[3]于韶光.桩基在加固河道中道路平台软土地基的效果分析[J].水利科技与经济,2016(5):19-23.
[4]闫佐江.路桥施工管理存在的问题及对策[J].交通世界(建养·机械),2012(6):204-205.
[5]吴蕾.路桥施工中的桩基加固技术[J].交通世界(运输·车辆),2015(3):143-144.
[6]沈曹林.低应变检测技术在桥梁桩基检测中的应用[J].住宅与房地产,2016(9):225.