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Study on microfine cement grouting material for Silty fine sand stratum

机译:用于粉质细小沙层的微细水泥灌浆材料研究

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Silty fine sand is the second smallest sand with a particle diameter ranging from 0.0625 to 0.120 mm.This kind of sand exists in a large amount in Beijing subway excavation project. Due to the poor self-stabilization of this stratum,seeping , sand flow and collapse take place frequently. Grouting materials such as Portland cement and soluble glass(also called sodium silicate) are employed in most of excavation projects to reinforce this sand stratum. However, the reinforcement is not effective, leading to a large amount of accidents in the process of construction. The reason may be attributed to the fact that Portland cement is unable to penetrate into the stratum and the strength of soluble glass(0.6MPa) is too weak to resist the stratum pressure. To solve this problem, a modified microfine cement grouting material able to penetrate into silty fine sand stratum is developed in this paper. A combination of suspension and diluent is used to increase the penetration extension of the grouts,and the experimental results reveal that the addition of the mixture of suspension and diluent in microfine cement grouting materials improves the penetration property substantially.
机译:粉质细砂是第二个最小的沙子,粒径为0.0625至0.120 mm。这种沙子在北京地铁挖掘项目中存在大量。由于这种层的自我稳定差,渗透,砂流和塌陷经常发生。在大多数挖掘项目中采用灌浆材料,例如波特兰水泥和可溶性玻璃(也称为硅酸钠),以加强该沙丘。然而,强化无效,导致建筑过程中的大量事故。原因可能归因于Portland水泥不能渗透到地层中并且可溶性玻璃(0.6MPa)的强度太弱以抵抗层压。为了解决这个问题,在本文中开发了一种能够渗透到粉质细砂层中的改性的微细水泥灌浆材料。悬浮液和稀释剂的组合用于增加灌浆的渗透延伸,实验结果表明,在微细水泥灌浆材料中添加悬浮液和稀释剂的混合物的基本上改善了渗透性。

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