袖阀管注浆法在杂填土地基防渗加固中的应用

Sleeve Valve Pipe Miscellaneous Fill in the Foundation Seepage Control and Reinforcement

袖阀管注浆法通过特殊的工艺分段、分次、间歇、定量地将水泥浆液注入杂填土地层的孔隙和松散层中,被加固土体通过水泥浆液的相互作用形成了上下连续且相对密实稳定的固结体,从而使得被加固土体的密实度增大、压缩性降低、抗渗性能提高,增强了地基土的整体性和防渗能力。介绍了袖阀管注浆加固作用机理、袖阀管注浆法施工过程及质量控制要点,该方法在某防洪墙工程基础底面以下杂填土地基防渗问题处理中的应用情况:工程施工完成后经两次洪水考验,防洪墙后未发生渗水、管涌和其他险情,加固效果显著;该方法加固处理后的杂填土地层的防渗效果显著,满足设计要求。

Sleeve valve pipe grouting section,through special process and intermittent,quantitatively injects the cement grout into mixed backfill layer porosity and loose layer,reinforced soil cement slurry through the interaction and the formation of consolidation body becomes continuous and relatively dense and stable,so that by soil compaction degree increase,compressibility is reduced,anti permeability increased,enhanced soil in-tegrity and anti-seepage capacity. The sleeve valve pipe grouting reinforcement mechanism,the sleeve valve pipe grouting construction process and control,This method in a flood the wall project of foundation bottom fill application processing problems of land based in the anti-seepage reinforce-ment show that：After the two flood,flood control wall without water seepage,piping and other dangerous situation,strengthening effect;the meth-od of reinforcement of miscellaneous fill soil anti-seepage effect is remarkable,and can meet the design requirements.