黄土区公路侧向约束防水地基试验研究

    Experimental study on lateral restrained waterproof foundation of highway in loess area

    • 摘要: 在“防水为主、浅层处理”的湿陷性黄土地基处理原则下,提出了“挤密桩侧向防水+基底全封闭+浅层换填”的侧向约束防水地基,并开展了实体试验研究。相关的地基变形和水分渗透研究结论表明:侧向约束防水地基在浸水工况下具有良好的防水效果而保护地基不发生大的湿陷变形,该地基结构在湿陷性黄土区公路建设中具有较强的技术可行性。

       

      Abstract: Under the principle of "waterproofing-oriented, shallow treatment" of collapsible loess foundation treatment, the lateral restraint waterproof foundation of "lateral water stop by compaction pile + full closure of the foundation bose + shallow replacement" is proposed, and field test research is carried out. Related foundation deformation and water infiltration research findings show that lateral-restrained waterproof foundation in the case of water immersion has a good waterproof effect and protect the foundation does not occur in large collapsible deformation, and the foundation structure in the collapsible loess area road construction has a strong technical feasibility.

       

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