摘要
介绍浅埋隐伏型岩溶地区扩孔锚索桩锚支护体系的设计过程,从理论和实际监测结果分析土层扩孔锚索的优点,为岩溶地区基坑支护工程设计提供参考。
It is introduced that deep foundation pit design in shallow-hidden karst using pile-anchor reaming technology, and analysis the advantage of soil anchor reaming technology from theory and monitor result. It give a good example to deep foundation pit design in shallow-hidden karst.
出处
《广东土木与建筑》
2009年第7期9-11,8,共4页
Guangdong Architecture Civil Engineering
关键词
土层锚索
扩孔技术
岩溶处理
基坑支护
soil anchor
reaming technology
treatment in shallow-hidden karst
deep foundation pit
