济青高速公路青龙山垭口边坡稳定性评价与加固设计

SLOPE STABILITY ASSESSMENT AND REINFORCEMENT DESIGN AT QINGLONGSHAN HILLY-PASS OF JINAN-QINGDAO EXPRESSWAY

本文在分析青龙山垭口路堑边坡地段的工程地质条件,进行边坡分区,确定各分区边坡的破坏模式,以及计算边坡稳定性的基础上,提出了边坡加固设计的要点.

On the basis of analyzing the engineering geological conditions of the cut-slope areas at Qinglongshan hilly-pass, the zoning of the slopes and determining the failure mcde cf the slopes at each zone and calculating the slope stabilities, this paper put forward the essential points of the reinforcement design of these slopes.