关于堆基础的垂直承载能力的研究,在堆侧进行分布式地质聚合物后化
Pan Li1,2, Yangyang Xia1,3, Xinhui Xie1
1Yellow River Laboratory, School of Water Conservancy and Transportation, Underground Engineering Research Institute, Zhengzhou University, Zhengzhou 450001, China.
Materials (Basel, Switzerland)
|January 23, 2024
概括
与水泥相比,地质聚合物接显著提高了在粘细砂中钻孔堆的承载能力. 这种新材料在具有挑战性的土壤条件下提供了优越的性能,用于在土壤中进行后应用.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
背景情况:
- 在具有挑战性的土壤条件下,提高基础容量至关重要.
- 传统的波特兰水泥接在某些地质环境中存在局限性.
- 地质聚合物材料为接应用提供了一个新的替代方案.
研究的目的:
- 为了评估地质聚合物接材料对超长,直径大的钻井堆的有效性.
- 为了比较地质聚合物和波特兰水泥在细砂中的承载能力和扩散特性.
- 评估地质聚合物接在接后基的适用性.
主要方法:
- 实地模型测试是在沉的细砂地质学中的钻井堆上进行的.
- 不同接体积的未接,水泥接和地质聚合物接堆的承载能力的比较.
- 在挖掘后对体形态和扩散形式 (挤出,透,分裂) 的分析.
主要成果:
- 地质聚合物接显著提高了最终承载能力,比同等体积的水泥接提高了133%.
- 地质聚合物接合剂的堆侧摩擦阻力大大增加,比未接合剂的堆高出319%.
- 地质聚合物粘合物形成圆形巩固体,表明挤出和透扩散,而水泥通过分裂扩散形成板状体.
结论:
- 地质聚合物接材料非常适用于在粘细砂中进行接后的钻井堆.
- 与传统水泥接相比,地聚合物接在提高堆承载能力和摩擦阻力方面提供了卓越的性能.
- 该研究为地质聚合物后层堆的理论和工程应用提供了宝贵的参考.
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