石灰稳定黄土的微观结构研究:实验证据和孔隙尺寸分布模型

IF 5.7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Kangze Yuan, Wankui Ni, Gabriele Della Vecchia, Xiangfei Lü, Haiman Wang, Yongpeng Nie
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引用次数: 0

摘要

石灰稳定是改善地基土的传统方法,在路堤和土工结构中也有潜在的应用前景。利用扫描电镜(SEM)、傅里叶变换红外光谱(FTIR)和核磁共振(NMR)等实验技术,对中国灰质稳定黄土(LSL)的微观结构演化进行了研究。SEM显微图不仅可以定性地突出材料的双重孔隙性质,还可以使用Image-Pro Plus (IPP) 6.0软件提供定量信息。随着石灰含量的增加,孔隙面积比减小,大孔和中孔形状趋于平缓,孔角分布更加均匀。FTIR结果表明,随着石灰含量的增加,LSL样品的官能团强度先增大后减小,孔隙体积继续减小。在不同石灰含量和养护时间下进行的无侧限压缩试验也证实了强度随石灰含量的非单调演变:在低石灰含量下,孔隙体积的减小和官能团强度的增加意味着强度的增加;在高石灰含量时,孔隙体积减小和官能团强度增加的竞争效应导致强度随石灰含量的增加而整体降低。然后,作为进一步定量预测LSL流体力学行为的中间步骤,受Della Vecchia等人(Int J number Anal Meth Geomech 39:702-723, 2015)的建议启发,开发了一个孔径分布模型,并用于再现核磁共振实验数据。结果表明,该模型能够再现石灰掺量和养护时间范围内的累积孔隙率曲线,且所有模拟过程中只有4个参数保持不变。该模型的预测能力也得到了最近文献中模拟实验数据的证实。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A microstructural insight on a lime-stabilized loess: experimental evidences and pore size distribution modeling

Lime stabilization is a traditional method for improving foundation soils, and it also has potential applications for embankments and earth structures. In this study, several experimental techniques, including scanning electron microscopy (SEM), Fourier transform infrared spectroscopy (FTIR), and nuclear magnetic resonance (NMR), were used to provide a clear picture of the microstructural evolution of a lime-stabilized loess (LSL) from China. SEM micrographs were used not only to qualitatively highlight the dual porosity nature of the material, but also to provide quantitative information using Image-Pro Plus (IPP) 6.0 software. As the lime content increases, the pore area ratio decreases, the shape of the macropores and mesopores flattens, and the pore angle distribution becomes more uniform. The FTIR results show that the functional group strength of the LSL samples first increases and then decreases with increase in lime content, while the pore volume continues to decrease. A non-monotonic evolution of the strength with the lime content is then expected, as also confirmed by unconfined compression tests performed at different lime contents and curing times: at low lime contents, the reduction of the pore volume and the increase in the functional group strength imply an increase in the strength; at high lime contents, the competing effects of the reduction of the pore volume and the increase in the functional group strength lead to an overall decrease in the strength with the lime content. Then, as an intermediate step toward further quantitative predictions of the hydromechanical behavior of LSL, a pore size distribution model inspired by the proposal of Della Vecchia et al. (Int J Numer Anal Meth Geomech 39:702–723, 2015) was developed and used to reproduce NMR experimental data. The pore size distribution model proved to be able to reproduce the cumulative porosity curves for the whole range of lime content and curing time studied, with only four parameters kept constant for all the simulations. The predictive capabilities of the model were also confirmed by simulating experimental data from recent literature.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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