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。
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 engineer- ing geology and hydrogcology, anti-slide pile, jet-anchor and drainage measure were applied for comprehensive treatment.
出处
《探矿工程（岩土钻掘工程）》
2009年第2期69-71,共3页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
公路边坡
滑动面
断层
封闭(敞开)式防护
泄水点
highway slope
sliding surface
fault
closed （open） protection
water-discharging hole
