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水灰比和砂灰比视角下类岩石材料微观孔隙参数与宏观力学性能的相关性分析

Correlation Analysis between Microscopic Pore Parameters and Macroscopic Mechanical Properties of Rock-like Materials from the Perspective of Water-Cement Ratio and Sand-Cement Ratio.

作者信息

Tian Guanglin, Deng Hongwei, Xiao Yigai

机构信息

School of Resources and Safety Engineering, Central South University, Changsha 410083, China.

Sinosteel Maanshan General Institute of Mining Research Co., Ltd., Maanshan 243000, China.

出版信息

Materials (Basel). 2022 Apr 2;15(7):2632. doi: 10.3390/ma15072632.

Abstract

To explore the effects of water-cement ratio and sand-cement ratio on micro-pore structure characteristics and macroscopic mechanical properties and thus improve the understanding of rock-like materials, the mechanical test and detection of micro-pore structure combining NMR and SEM were carried out. The effects of WCR and SCR on different porosity parameters and mechanical properties were discussed. The correlation and internal relationship between mechanical properties and parameters of different porosities and fractal dimensions were analyzed. Experimental results showed that the different porosity parameters and fractal dimensions increased with the increase in WCR. 1.0 (SCR) was the turning point of different porosity parameters and fractal dimensions. When the SCR was less than 1.0, the porosity parameters and fractal dimension gradually decreased, while when the SCR was greater than 1.0, the porosity parameters and fractal dimension gradually increased. Microscopic porosity parameters and fractal dimension played an important role in the influence of experimental factors on mechanical properties. Different porosity parameters and fractal dimensions were negatively correlated with mechanical properties. Compressive strength and different porosity parameters conformed to a good exponential relationship, while the fitting relationship between tensile strength and mechanical properties was not obvious. This study can provide a reference for the follow-up study of rock-like materials.

摘要

为探究水灰比和砂灰比对微孔结构特征及宏观力学性能的影响,进而加深对类岩石材料的理解,开展了结合核磁共振(NMR)和扫描电子显微镜(SEM)的力学试验及微孔结构检测。讨论了水灰比(WCR)和砂灰比(SCR)对不同孔隙率参数及力学性能的影响。分析了力学性能与不同孔隙率参数及分形维数之间的相关性和内在联系。实验结果表明,不同孔隙率参数和分形维数随水灰比的增加而增大。1.0(砂灰比)是不同孔隙率参数和分形维数的转折点。当砂灰比小于1.0时,孔隙率参数和分形维数逐渐减小;而当砂灰比大于1.0时,孔隙率参数和分形维数逐渐增大。微观孔隙率参数和分形维数在实验因素对力学性能的影响中起重要作用。不同孔隙率参数和分形维数与力学性能呈负相关。抗压强度与不同孔隙率参数符合良好的指数关系,而抗拉强度与力学性能之间的拟合关系不明显。本研究可为类岩石材料的后续研究提供参考。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/13ca/9000868/5ca866f73901/materials-15-02632-g001.jpg

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