Side-slope Treatment of Secondary Road of Chengjiang to Yangzong

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.