G210线K2027+070～K2027+150滑坡治理设计简介

Design for treatment of K2027+070～K2027+150 landslide along G210 line

结合工程概况,介绍了G210线K2027+070~K2027+150滑坡治理设计方案,重点阐述了抗滑桩配筋验算和上挡墙稳定验算的过程,验算结果表明,路基右侧35 m^200 m设抗滑桩进行综合治理的方法能满足设计要求。

Combined with practical work the design scheme for treatment of K2027 ＋ 070--K2027 ＋ 150 landslide along G210 line is introduced. The checking computation of reinforcement of anti-slide pile and stability of upper retaining wall are mainly discussed. Results show this comprehensive treatment method setting anti-slide pile along the right side of roadbed from 35 m to 200 m can meet stability requirements.