首页|冰碛地层围岩隧道注浆材料组分优化与作用机理

冰碛地层围岩隧道注浆材料组分优化与作用机理

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冰碛层隧道围岩的地质组成情况复杂,整体胶结性差,结构不均匀,隧道在开挖过程中易出现围岩垮塌、涌水等问题.因此,以硅酸盐水泥为主材料,添加氧化镁、黄原胶、膨润土及水玻璃进行组分优化,通过析水率试验、凝固试验、流动度试验、力学试验、膨胀率试验及抗渗性能试验,研究一种适用于冰碛层围岩注浆条件的新型水泥基注浆材料,并分析注浆材料的微观形貌与固结机理.结果表明:新型注浆材料孔隙和缝隙基本被充填,结构紧密,抗渗性能相对较好.向材料中引入Mg2+可形成Mg(OH)2晶体以填补材料微孔结构,完善材料抗渗机制.大量纤维状水化硅酸钙(C—S—H)凝胶将钙矾石(AFt)、Ca(OH)2、Mg(OH)2等晶体和黄原胶螯合体胶结包裹成整体,可大幅提高材料抗渗能力.通过现场试验,验证了注浆材料的优良性能,材料可有效固结冰碛松散地层,确保隧道开挖安全.
Composition Optimization and Action Mechanism of Tunnel Grouting Materials in Moraine Strata
The geological composition of the surrounding rock of the moraine layer tunnel is complicated,the overall cementation is poor,the structure is not uniform,and the surrounding rock collapse and water gusher are easy to occur during the tunnel excavation.Therefore,Portland cement was used as the main material,and magnesium oxide,xanthan gum,bentonite and water glass were added to optimize the components.A new cement-based grouting material suitable for the grouting conditions of the surrounding rock of the moraine layer was studied through the water out rate test,solidification test,fluidity test,mechanical test,expansion rate test and permeability resistance test,and the micro-morphology and consolidation mechanism of the grouting material were analyzed.The results show that the pores and crevices of the new grouting material are basically filled,the structure is tight,and the impermeability is relatively good.The introduction of Mg2+into the material can form Mg(OH)2 crystals to fill the micropore structure of the material and improve the anti-permeability mechanism of the material.A large number of fibrous C—S—H gels cement AFt,Ca(OH)2,Mg(OH)2 crystals and xanthan gum chelates into a whole,which greatly improve the material's permeability resistance.The excellent performance of the grouting material is verified by the field test.The material can effectively consolidate the loose stratum of the moraine and ensure the safety of tunnel excavation.

moraine sheetgrouting materialconsolidation mechanismcoupling action

尚强、韦猛、廖峰帆、郑宇、申聪、张世豪、刘语诗、王志文

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成都理工大学环境与土木工程学院,成都 610051

地质灾害防治与地质环境保护国家重点实验室,成都 610051

冰碛层 注浆材料 固结机理 耦合作用

国家自然科学基金

42072342

2024

科学技术与工程
中国技术经济学会

科学技术与工程

CSTPCD北大核心
影响因子:0.338
ISSN:1671-1815
年,卷(期):2024.24(17)
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