摘要
济南绕城高速公路南线工程中的K24段路堑是地质条件复杂的开挖路段,针对其实际的工程地质条件,根据边坡设计的基本原则,对边坡进行分区后的边坡坡形设计、稳定性计算以及综合加固设计;同时,严格施工工序、施工技术及质量控制,达到了预期效果,确保了工程质量。
The geological condition of K24 cutting slope of South Line of Jinan Belt Highway is complicated. The design of slope shape, stability analysis and comprehensive reinforcement design are described. The strict procedure, techniques and quality control of the construction are also carried out. Satisfying stability is achieved.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第z2期5260-5265,共6页
Chinese Journal of Rock Mechanics and Engineering
关键词
岩石力学
防护设计
全长粘结锚杆
挂网喷射混凝土
rock mechanics, reinforcement design, whole-length cohesive anchor bolt, wire-netting shotcrete
