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高速公路路堑边坡软弱夹层高压注浆加固的理论与实践 被引量:4

THEORY AND PRACTICE OF HIGH PRESSURE GROUTING SOLIDIFICATION OF SOFT INTERCALATION OF THE FREEWAY CUT SLOPE
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摘要 该文对京沪高速公路(化—临段)某路堑边坡软弱夹层的加固全过程进行了详细介绍。并在对工程地质情况调查的基础上,进行了严密的理论计算,确定了设计方案,实施过程中采用了一项专有技术──“单孔分层多次高压注浆技术”加固了软弱夹层,注浆的同时安装了抗剪锚杆,实现了“锚”和“注”的结合,工程取得成功。 The paper introduces minutely the whole process of the soft intercalation solidification of a cut slop of Beijing- Shanghai freeway(Hua - Lin section). Also, on the basis of investigating the engineering geological conditions, the rigorous theoretical computation is made and the design scheme is determined. During the process of implementation, a special technique 'single hole layering multiple high pressure grouting technique'is adopted to solidify the soft intercalation, and the anti - shear anchor rod is installed simultaneously, which realizes the combination of anchor rod with grouting, and yields positive success of the project.
出处 《勘察科学技术》 1999年第6期36-41,共6页 Site Investigation Science and Technology
关键词 路堑 边坡 软弱夹层 高压注浆加固 高速公路 cut slope soft intercalation solidification
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参考文献2

  • 1Hock E 卢世宗译.岩石边坡工程[M].北京:冶金工业出版社,1983..
  • 2罗嘉运.岩土载程及路基[M].北京:中国铁道出版社,1997.187-203.

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