摘要
高压旋喷桩作为一种非常有效的土体加固手段,已被广泛应用到了盾构法隧道端头井洞口土体的加固中去。本文将以大连地铁某工程为实例,对高压旋喷桩施工过程中的技术参数的选取进行论述。提出根据现场场地实际情况,先初设参数进行试桩,后依据试桩钻芯取样所测结果对技术参数作进一步调整,最终得出最为合适的技术参数。
The high pressure rotary jet grouting pile,as a very effective means for soil reinforcement,has been widely applied in soil reinforcement of shield tunnel mouth.Taking a subway project of Dalian for example,the selection of technical parameters for construction process of high pressure rotary jet grouting pile was described.It was put forward that under actual site conditions,first set parameters and test piles,then adjust the technical parameters according to the core drilling and sampling result,and finally the most suitable technical parameters were derived.
出处
《工程建设》
2012年第1期53-55,59,共4页
Engineering Construction
关键词
旋喷桩
二重管法
土体加固
技术参数
隧道
rotary jet grouting pile
double tube method
soil body reinforcement
technical parameters
tunnel