Abstract：
In a hospital project of Shenzhen, the relative elevation of the basement bottom is -16.500 m. Punching filling pile was used as uplift pile, but it was tested not satisfying the uplift resistance. After analysis, active anti-floating and passive anti-floating techniques were adopted, including increase of self weight, setting of anti-floating anchor bar and drainage anti-floating technique, etc., realizing favorable construction effects.
WEN Jing,SHI Wei-guo,PAN Wen-hao. APPLICATION OF GENERAL ANTI-FLOATING TECHNIQUE IN A HOSPITAL IN SHENZHEN[J]. Architecture Technology, 2015, 46(6): 553-555.
