摘要
大连市人民体育场结构设计中因地制宜采用岩石锚杆基础 ,较好地解决了大型地下工程永久使用中的抗浮整体稳定问题。
In the structure design of the people's Stadium of Dalian City, the rock anchor foundation is adopted to solve the problem about permanent anti-floating stability in the big size underground construction according to the local conditions.
出处
《矿产勘查》
2000年第7期28-30,45,共4页
Mineral Exploration
关键词
地下结构
抗浮稳定
岩石锚杆
underground structure, anti-floating stability, rock anchor
