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饱和软粘土抗浮土层锚杆试验研究

Test Research on Anti-Floating Soil Anchors Installed in Saturated Soft Clays

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【作者】 莫暖娇何之民

【Author】 MO Nuan-jiao~(1),HE Zhi-min~(2)(1.Guangzhou Metro Corporation,Guangzhou 510380,Guangdong,China; 2.Department of Underground Works and Engineering,Tongji University,Shanghai 200092,China)

【机构】 广州市地下铁道总公司同济大学地下建筑与工程系 广州510380上海200092

【摘要】 根据上海地区的土锚抗拔试验结果,分析了在饱和软粘土中土锚轴向力、钢筋应力以及侧摩阻力沿土锚的分布规律,讨论了确定土锚极限承载力时应充分考虑钢筋、注浆体的强度问题,并提出了在类似上海的饱和软粘土中土锚的侧摩阻力的参考取值。

【Abstract】 On basis of the pull-out test results of the soil anchors in Shanghai area,the article analyzes on the distribution pattern of the axial forces,re-bar stresses and lateral frictional resistance of the soil anchors installed in the saturated soft clays,discusses on the strengths of the re-bars and grouting mortars that should be fully considered during the determination of the ultimate capacity of the soil anchors,and recommends a reference value for the lateral frictional resistance of the soil anchors in saturated soft clays similar to those in Shanghai area.

【关键词】 土锚抗浮极限承载力
【Key words】 soil anchoranti-floatingultimate capacity
  • 【文献出处】 隧道建设 ,Tunnel Construction , 编辑部邮箱 ,2006年02期
  • 【分类号】TU447
  • 【被引频次】1
  • 【下载频次】54
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