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优化改性超细水泥基灌浆材料(MUCG)的综合性能及水化机理分析。

Optimization on overall performance of Modified Ultrafine Cementitious Grout Materials (MUCG) and hydration mechanism analysis.

机构信息

Ordos Institute of Liaoning Technical University, Ordos, China.

School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning Province 123000, China.

出版信息

PLoS One. 2024 Oct 3;19(10):e0309312. doi: 10.1371/journal.pone.0309312. eCollection 2024.

Abstract

Given the challenges encountered in injecting grout into micro-cracked rock masses, a modified ultrafine cementitious grout material (MUCG) was developed using ultrafine cement, polyvinyl alcohol (PVA) fibers, and a high-efficiency superplasticizer. To identify the optimal ratio of constituents for grouting these rock masses, extreme difference and multiple linear regression analyses were conducted based on test results of flowability and mechanical properties. A mix comprising 9% silica fume, 0.2% bentonite, 0.3% PVA fibers, 0.15% superplasticizer, and 2% setting accelerator was identified as the optimal mix. The microstructure characteristics of the optimal MUCG (MUCGop) grout cemented body were analyzed using XRD, FTIR, BET, and SEM. XRD and FTIR analyses indicated that a substantial amount of C-(A)S-H gel, CH, and AFt were formed within the first 3 days, highlighting the early strength characteristics of MUCGop. Over time, the content of C-A-H stabilized at 22%, the amount of CH decreased from 19% to 14%, whereas the amount of AFt increased to 15.9% by Day 28. Unexpectedly, CaCO3 content increased due to carbonation, reaching 37.3% by Day 28. BET and SEM analyses demonstrated that the specific surface area and porosity (most probable pore size) gradually decreased over time. At various ages, mesopores (cumulative pore diameter, median pore diameter) initially increased and then decreased. Micro-cracks appeared in the cemented body by Day 7, resulting in a slight decrease in strength (3.92%) from Day 3 to Day 7. The formation of well-developed needle-like AFt, C-(A)S-H gel, and small-volume plate-like CH contributed to uniform cementation and a denser structure. From Day 7 to Day 28, there was a slight increase in strength, by an amount of 10.66%. These findings have significant scientific implications for understanding the mechanisms of grouting reinforcement in micro-cracked rock masses.

摘要

鉴于在向微裂隙岩体中注入灌浆料时遇到的挑战,开发了一种使用超细水泥、聚乙烯醇(PVA)纤维和高效减水剂的改良超细水泥基灌浆材料(MUCG)。为了确定用于灌浆这些岩体的最佳组成比例,根据流动性和力学性能测试结果,进行了极值差和多元线性回归分析。确定包含 9%硅灰、0.2%膨润土、0.3%PVA 纤维、0.15%高效减水剂和 2%调凝剂的混合物为最佳混合比。采用 XRD、FTIR、BET 和 SEM 对最佳 MUCG(MUCGop)灌浆水泥石的微观结构特征进行了分析。XRD 和 FTIR 分析表明,在最初的 3 天内,形成了大量的 C-(A)S-H 凝胶、CH 和 AFt,突出了 MUCGop 的早期强度特性。随着时间的推移,C-A-H 的含量稳定在 22%,CH 的含量从 19%减少到 14%,而 AFt 的含量在第 28 天增加到 15.9%。出乎意料的是,由于碳化作用,CaCO3 的含量增加,在第 28 天达到 37.3%。BET 和 SEM 分析表明,比表面积和孔隙率(最可能孔径)随时间逐渐减小。在不同的龄期,中孔(累积孔径、中值孔径)先增加后减少。在第 7 天,水泥石中出现微裂缝,导致强度从第 3 天到第 7 天略有下降(3.92%)。发育良好的针状 AFt、C-(A)S-H 凝胶和小体积板状 CH 的形成有助于均匀胶结和更致密的结构。从第 7 天到第 28 天,强度略有增加,增加了 10.66%。这些发现对于理解微裂隙岩体中灌浆加固的机理具有重要的科学意义。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4936/11449307/6e1b15beac80/pone.0309312.g001.jpg

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