摘要
在长沙市城南郡小区基坑设计施工中,因为结构变更,致使基坑深度加深,便采用钉锚结合的复合型土钉加固,并且取得了良好的加固效果。由于目前规范中缺乏复合土钉支护的计算方法,因此对复合土钉的计算方法的研究是很有意义的。
Excavation became deeper in Changsha Chengnanjun project excavation design and construction because of structure＇s changes. Therefore, composites soil nail reinforced by anchor got better reinforcement. In addition,composites soil nail calculation research is very significant because there is no calculation for composites soil nail reinforcement in present criterion.
出处
《企业技术开发》
2006年第6期38-39,55,共3页
Technological Development of Enterprise
关键词
土钉
锚杆
深基坑
稳定性分析
soil nail
anchor
deep excavation
stability analysis
