摘要
针对武汉市南湖岸边复杂的地质条件及周边环境,在某高层建筑的深基坑支护结构设计中,结合实际因地制宜地对基坑的支护方法进行了分析比较。支护效果及实测数据表明,该工程所采用的混合式支护实施方案技术安全可靠,经济合理,可为同类型基坑工程设计提供借鉴。
Through comparing several plans, a composited construction is chosen in excavation of a high building according to the complex geological condition mid circumstance in the bank of South Lake of Wuhan. The supporting method is proven to be effective and economic based on the measurement, and thus cam supply reference to the similar projects.
出处
《岩土工程技术》
2005年第3期152-154,F003,共4页
Geotechnical Engineering Technique
关键词
深基坑
支护体系
锚杆
deep excavation
supporting system
anchor
