摘要
结合海南中线高速公路的工程地质及水文条件,对该公路K89＋800～K89＋890段半路半桥路基进行了稳定性分析,并依据分析结果对支护方案进行了设计,同时将该支护方案应用于实际施工中,实践证明边坡设计是合理有效的。
Combining with Hainan zhongxian highway engineering geology and hydrology conditions,the paper analyzes the stability of semi-road and semi-bridge subgrade at K89 ＋ 800 ～ K89 ＋ 890 section,design the support scheme according analysis results,and applies the support scheme into practical construction. Practice proves that： the slope design is rational and effective.
出处
《山西建筑》
2014年第21期144-146,共3页
Shanxi Architecture
关键词
半路半桥
稳定性分析
支护方案
semi-road and semi-bridge
stability analysis
support scheme
