澄（江）—阳（宗）二级公路K5+120～280边坡治理

Side-slope Treatment of Secondary Road of Chengjiang to Yangzong

摘要:

澄（江）—阳（宗）二级公路K5+120～280边坡受断层构造的影响，受雨季因素和上边坡坡度大以及不良地质现象影响，有发生蠕动滑移的可能。针对工程地质水文地质情况，采取了抗滑桩、喷锚护坡以及排水措施等进行综合治理，取得了良好的治理效果。介绍了该边坡的工程治理方案及施工技术。

Abstract:

Influenced by fault structure, rainy season, steep upper slope and unfavorable geological conditions, potential wiggly slippage in K5+120～280 of secondary road of Chengjiang to Yangzong was considered. According to the engineering geology and hydrogeology, anti-slide pile, jet-anchor and drainage measure were applied for comprehensive treatment.