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深基坑边坡锚土墙支护设计与施工
引用本文:陶龙光,崔凤展.深基坑边坡锚土墙支护设计与施工[J].中国安全科学学报,1997,7(5):72-78.
作者姓名:陶龙光  崔凤展
作者单位:中国矿业大学北京研究生部!邮政编码:100083(陶龙光,周勇,韩彦辉),中国新兴工程房地产建筑开发总公司!邮政编码:100083(崔凤展)
摘    要:简述了航华科贸中心0—2,3楼基坑边坡锚土墙支护设计与施工情况;针对不同边坡进行了局部加固设计;对施工工艺作了较为全面的介绍;分析了边坡稳定的有害因素并提出了相应的处理措施;介绍了边坡位移的控制方法,分析了作为工程验收主要指标之一的锚钉拉拔试验。

关 键 词:锚土墙  锚钉  边坡位移控制  拉拔试验

Designing and Constructing a Soll Nailed Wallat a Deep Construction Pit
Tao Longguang, Zhou Yong, Han Yanhui.Designing and Constructing a Soll Nailed Wallat a Deep Construction Pit[J].China Safety Science Journal,1997,7(5):72-78.
Authors:Tao Longguang  Zhou Yong  Han Yanhui
Abstract:The details of designing and constructing a soil nailed wall at a deep constuction pit of No. 0- # 2, # 3 Building Of China Onward Science and Trade Center are introduced as a typical example of deep slope reinforcement, including especially the design of partial reinforecement, construction experience, analysis of safety factors and their approppriate countermeasures, the methods for controlling horizontal displacement and the pull-out tests currently served as a majorchecking standard of nails.
Keywords:Soil nailed wall  Nail  Pull-out test  Horizontal displacement control  
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