摘要
针对土钉支护对基坑变形的调节和控制能力较差,不适于对变形控制较严格的深基坑工程问题,论述了采用微型桩加土钉支护的复合土钉支护方式实施工程建设的策略及方法,并通过现场监测数据对比分析验证了其科学性和实用性。
Duo to the inconvenience of soil nailing support and protection to deep pit construction because of its weakness for regularizing and controlling foundation pit distortion explains the tactic and methods of using micro Pegs with soil nailing support as composite support in construction execution. Their scientific and practicability have been validated by the its comparison and analysis observed and obtained in the site.
出处
《中国医院建筑与装备》
2008年第12期24-27,共4页
Chinese Hospital Architecture & Equipment
关键词
士钉
复合土钉
超前支护
Soil nails Composite soil nails Early suport and protection foundation This paper soil nailing dada with
