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边坡层状岩体中的锚管注浆试验及研究
引用本文:徐晓峰.边坡层状岩体中的锚管注浆试验及研究[J].山西建筑,2010,36(14):104-106.
作者姓名:徐晓峰
作者单位:长沙市公路桥梁建设有限责任公司,湖南,长沙,410007
摘    要:从岩体注浆的实际情况出发,通过注浆实验得出在注浆中不同注浆压力作用下,其与浆液注入率的变化关系,同时也考虑到岩体裂隙中的充填介质对浆液扩散范围的影响,这样不仅为后续注浆施工提供依据,还在理论上对注浆理论作了进一步的探讨。

关 键 词:注浆压力  注入率  扩散范围  不规则性

The anchor pipe grouting test and research of side slope bedded rock
XU Xiao-feng.The anchor pipe grouting test and research of side slope bedded rock[J].Shanxi Architecture,2010,36(14):104-106.
Authors:XU Xiao-feng
Affiliation:XU Xiao-feng
Abstract:It started from rock grouting practical situation,the change relation between grouting pressure and grouting ratio in different grouting pressure factor was obtained by grouting test.The fill material influence on slurry diffusion scope was also considered,which not only provided reference for subsequent grouting construction but also further discussion on grouting theory.
Keywords:grouting pressure  grouting ratio  diffusion scope  irregularity  
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