岩石路堑边坡抗滑桩加固效果分析  

Analysis of reinforcement effect of anti-slide pile on rock cutting slope

作　　者：赵永 ZHAO Yong(Shanxi Road and Bridge Seventh Engineering Co.,Ltd.Changzhi Branch,Shanxi Changzhi 046000 China)

机构地区：[1]山西路桥第七工程有限公司长治分公司,山西长治046000

出　　处：《山东交通科技》2022年第3期145-146,157,共3页

摘　　要：为确定深挖路堑岩石边坡抗滑桩加固效果,制定监测方案布置测点对坡面位移、抗滑桩弯矩和位移变化情况进行监测和分析。根据边坡表面位移监测结果,坡面前期变形较大,抗滑桩完工后变形得到了有效控制。In order to determine the reinforcement effect of the anti-sliding piles on the rock slope of the deep excavation,a monitoring plan was formulated to arrange the measuring points to monitor and analyze the slope displacement,the bending moment of the anti-sliding piles and the displacement changes.According to the monitoring results of the slope surface displacement,the initial deformation of the slope front is relatively large,and the deformation of the anti-sliding pile is effectively controlled after completion.

关 键 词：岩石路堑边坡 抗滑桩 边坡位移 桩身位移 

分 类 号：P642.2[天文地球—工程地质学]