Diffusion mechanism of quick-setting slurry in water-rich fractured rock mass based on circle-outburst diffusion model

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-08-07 DOI:10.1016/j.ijrmms.2024.105856
Qingsong Zhang , Changxin Huang , Jun Liu , Lianzhen Zhang , Xiaochen Wang , Yan Pei
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Abstract

Grouting is the most commonly used methods in dealing with water inrush issue in mine and tunnel engineering. In order to better predict the grouting effect, research on slurry diffusion mechanism became a hotspot for scholars. At present, the mainstream theoretical model used to study the slurry diffusion mechanism are the circle diffusion model and the modified ones in plane plate fracture. However, these models cannot explain the “contradiction” between the rapid setting characteristics of quick-setting slurry and the continuous long-term injection of slurry in grouting engineering, which cannot accurately predict the grouting pressure or grouting diffusion range. Therefore, a “circle-outburst diffusion model” which can explain the above “contradiction” was proposed in this paper. Based on the new model, stepwise algorithms were developed to predict the grouting pressure and slurry diffusion range. By means of conducting fracture grouting simulation test and collecting grouting pressure data in an actual grouting project, the new model was verified and the slurry diffusion mechanism was studied. Comparison results indicate that the new model can reveal the intrinsic reason for the irregular diffusion phenomenon of the slurry and forecast the outburst moment accurately. The circle diffusion stage and outburst diffusion stage elaborated in the new “circle-outburst diffusion model” were consistent with the staged characteristics of the grouting process presented in the grouting simulating test. Differences between theoretical and experimental pressure value were within 10 %, indicating a high degree of consistency. The number and distribution of outburst diffusion points determine slurry diffusion form and significantly influence the diffusion range. The grouting pressure and the length of slurry flow path increase nonlinearly with time in each diffusion stage. It is hoped that the new model can provide a theoretical basis for the study of diffusion mechanism of quick-setting slurry.

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基于圈出扩散模型的富水断裂岩体中速凝浆的扩散机理
注浆是矿山和隧道工程中处理涌水问题最常用的方法。为了更好地预测注浆效果,浆液扩散机理研究成为学者们研究的热点。目前,研究浆液扩散机理的主流理论模型是圆扩散模型和平面板断裂修正模型。然而,这些模型无法解释速凝浆液的速凝特性与注浆工程中浆液连续长期注入的 "矛盾",无法准确预测注浆压力或注浆扩散范围。因此,本文提出了一种能够解释上述 "矛盾 "的 "圈出扩散模型"。在新模型的基础上,开发了逐步预测注浆压力和浆液扩散范围的算法。通过在实际灌浆工程中进行裂缝灌浆模拟试验和采集灌浆压力数据,对新模型进行了验证,并对浆液扩散机理进行了研究。对比结果表明,新模型能够揭示浆液不规则扩散现象的内在原因,准确预测爆发时刻。新的 "循环-爆发扩散模型 "所阐述的循环扩散阶段和爆发扩散阶段与灌浆模拟试验中呈现的灌浆过程阶段性特征一致。理论压力值与试验压力值的差异在 10%以内,表明两者具有高度一致性。爆发扩散点的数量和分布决定了浆液的扩散形式,并对扩散范围产生重要影响。在每个扩散阶段,灌浆压力和浆液流动路径长度随时间呈非线性增长。希望新模型能为速凝浆液的扩散机理研究提供理论依据。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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