富水卵石层盾构渣土改造关键技术

Wen Liu, Tianrui Liu, Zhiyong Yang, Bo Xu
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引用次数: 0

摘要

为减少富水圆石地层盾构施工的不利影响,解决施工过程中出现的刀盘磨损大、粘接现象和地表沉降等问题,以成都地铁17号线为工程背景,开展了粒径大于200mm的富水圆石地层土压平衡(EPB)盾构施工过程中的土壤改善技术研究。从流动性、渗透性和抗搅拌性三个方面评价了大理岩的改良特性,提出了富水大理岩地层中渣土的改良思路,即泡沫注入量约为45%,注水量约为5%,膨润土注入量约为2%。结果表明,该技术可为富水砾石地层中EPB盾构施工提供最佳参数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Key Technology of Improvement on Shield Muck in Water Rich Boulder Stratum
In order to reduce the adverse effects of shield construction in water rich boulder stratum and solve the problems such as large cutter head wear, sticking phenomenon and surface settlement during construction, the study of soil improvement technology during construction of the earth pressure balance (EPB) shield in the water rich boulder stratum with a particle size larger than 200mm is carried out, with Chengdu metro line 17 as the engineering background. The improvement characteristics of boulders are evaluated from three aspects including mobility, permeability and agitation resistance, and the idea of improvement on muck in water rich boulder stratum is developed, that is, the foam injection rate is about 45%, the water injection rate is about 5%, and the bentonite injection is about 2%. The results show that this technology can provide the best parameters for the EPB shield construction in water rich boulder stratum.
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