摘要
南昌国际商务大厦(31层、设地下室二层),基坑开挖深度9.5m,地质条件差,深基坑开挖直立边坡的支护难度大,采用土钉墙(喷锚网)支护方法成功解决了该工程实际问题.
Nanchang international business mansion (31 storeys, with double-story basement), foundation pit depth was digged into 9.5m. The geology conditions are poor. There are some difficulties to support the upright side slope was strictly demanded about deep foundation pit digged. This real project problem wassuccessfully overcomed with the anchor-ground wall for support.
出处
《南昌水专学报》
CAS
2002年第4期10-13,共4页
Journal of Nanchang College of Water Conservancy and Hydroelectric Power
