摘要
根据广州地铁新南站的工程地质水文地质条件 ,对基坑的支护结构进行了设计 ,并采用理正三维深基坑软件计算了基坑的稳定性 。
Based on the engineering geological and hydrogeological conditions in Xinjiaonan Station of Guangzhou Metro, the design of supporting structure of foundation pit was carried out and its stability was calculated with the Lizhen 3D Deep Foundation Software. Then, the procedure and key points of construction are suggested.
出处
《地下空间》
CSCD
2003年第3期265-267,276,共4页
Underground Space
