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短土钉连续墙基坑支护法
引用本文:李强,刘来新.短土钉连续墙基坑支护法[J].工程勘察,2007(6).
作者姓名:李强  刘来新
作者单位:北京爱地地质勘察基础工程公司 北京100041
摘    要:短土钉连续墙技术是近年来申请的一项发明专利,它是一种与土钉墙截然不同的基坑支护方法。本文从模型建立、理论计算等方面介绍了该专利技术,阐明了其与土钉墙的区别;并结合工程实例,通过与土钉墙的对比,发现其在深基坑支护中的优势明显。由于其具有理论成熟、计算简便、又能很好的与土钉墙技术相结合等优点,已在上百项工程中成功应用,取得了良好的社会和经济效益。

关 键 词:土钉墙  短土钉连续墙  长土钉  锚杆  基坑支护

New Process for Retaining and Protecting of Foundation Excavation with Short Soil Nailing Diaphragm
Li Qiang et al..New Process for Retaining and Protecting of Foundation Excavation with Short Soil Nailing Diaphragm[J].Geotechnical Investigation & Surveying,2007(6).
Authors:Li Qiang
Affiliation:Li Qiang et al.
Abstract:Short soil nailing diaphragm is an invention patent authorized in recent years,it is a new method of retaining and protecting of foundation excavation which is different from the method of soil nailing wall.The modeling and calculation for the patent technique are introduced.Through the comparison between short soil nailing disphragm and soil nail wall,it is found that the said method has obvious advantages in the retaining and protecting of deep foundation excavation based on the example of engineering project.Owing to the advantages such as the mature theory,simple calculation,and in a good combination with soil nailing wall technique,it has been applied in more than one hundred engineering projects and obtained the well social and economic profits.
Keywords:soil nailing wall  short soil nailing diaphragm  long soil nailing  soil anchor  retaining and protecting of foundation excavation
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