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Study on Gas Permeability Test in Water Sand and Gravel Stratum

机译:水砂和砾石层中燃气渗透性试验研究

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Water sand and gravel stratum is characterized by high gravel content, big grain size and high strength, easy permeation for water and air, brittleness and hysteresis quality in stratum failure, causing great difficulties in EPBM hyperbaric intervention and changing cutter tools working under air pressure. Due to the special geological conditions and no useful reference or criterion about gas permeability in such stratum all over the world, gas permeability test is done to fetch air loss data in natural state and bentonite-added state. Based on the practical situation of ChengDu Metro Line 1-Lot 3 project, by using methods of site test and theoretical analysis, the air loss before/after bentonite is added are given: At the air pressure of 1.0 bar, the air loss with bentonite added is 27% of that without bentonite. The acreage of pressure air loss around excavation face is from 35.2 m~2 (In case of half chamber muck and bentonite slurry is 100% in effect around shield machine) to 129.6m~2 (In case of empty chamber and bentonite slurry is 50% in effect around shield machine), providing reference in choosing air compressor, also for other project in this stratum and similar project.
机译:水砂和砾石层的特征在于砾石含量高,大粒度和高强度,易于渗透的水和空气,脆性和滞后质量在层次故障中,导致ePBM高压干预和在空气压力下工作的切割工具造成巨大困难。由于特殊的地质条件,并且在全世界的这种角质中没有有关透气性的有用参考或有关透气性的标准,进行透气性测试以在天然状态和膨润土中添加空气损失数据。基于成都地铁1号线的实际情况,通过使用现场测试和理论分析方法,给出了膨润土前/后的空气损失:在1.0巴的气压下,空气损失与膨润土没有膨润土的添加是27%。挖掘面的压力空气损失面积为35.2 m〜2(在半腔室Muck和Bentonite浆料的情况下,屏蔽机周围100%)至129.6m〜2(如果空室和膨润土浆料为50屏蔽机的百分比效果),提供参考选择空气压缩机,也用于在该地层中的其他项目和类似的项目。

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