海南某滨海边坡稳定性计算及加固方案设计

摘要

This paper introduced the slope protection design of Hainan Wanning Shimei Bay to Dahuajiao travel highway along the Shenzhou Pen-insula and other coastal zone,according to the original landslide records,geological exploration report,the development situation of construction initial slope and other data of K6=402~K6=502 slopes section,and calculated the excavation slope stability,and combining with the actual situation re-designed the protection engineering,in order to ensure the engineering safety.%介绍了海南万宁石梅湾至大花角旅游公路沿线经过神州半岛等滨海区域的边坡防护设计，根据K6=402～K6=502处边坡的原始滑坡记录和地质勘查报告、施工初期边坡发展状况等资料，对已开挖的边坡稳定性进行了计算，并结合实际情况对防护工程进行了重新设计，以保证工程的安全性。