Correlation Mechanism Between Pore Structure and Backfill Strength Based on NMR Technology

被引:0
|
作者
Zhang Y. [1 ]
Gan D. [1 ]
Xue Z. [1 ]
Liu Z. [1 ]
Chen X. [2 ]
机构
[1] College of Mining Eng., North China Univ. of Sci. and Technol., Tangshan
[2] School of Civil and Environmental Eng., Univ. of Sci. and Technol. Beijing, Beijing
关键词
backfill; correlation mechanism; NMR; pore structure; UCS;
D O I
10.15961/j.jsuese.202100524
中图分类号
学科分类号
摘要
The backfill formed by the solidification of the filling slurry contains a large number of pores, and the influence of pores on the mechanical properties of the backfill is not clear. In order to explore the correlation mechanism between the pore structure and the uniaxial compressive strength (UCS) of the backfill, sodium dodecyl sulfate (SDS) was used to adjust the pore content of the backfill. Low-field nuclear magnetic resonance (NMR) technology was used to test the transverse relaxation time of the internal pores, the UCS was tested by a press, and the microscopic image of the damaged surface pore structure was obtained by scanning electron microscope (SEM). The pore size distribution was analyzed, and the fractal characteristics of the pore size were studied. The results showed that the total pores in the backfill gradually decrease with the increase of curing age, and the higher the SDS content, the closer the total pores of the sample at 14 and 28 d. The proportion of multi-damaging pores decrease significantly with the increase of the curing age, and it is negatively correlated with the UCS of the sample. The proportions of non-damaging pores, less-damaging pores, and damaging pores change little during each age. When the SDS content is 0.2% of the quality of the cement used, the UCS of the sample is the highest. The number of pores with pore diameters in the range of 5~130 nm has obvious fractal characteristics, while the number of pores with pore sizes outside this range do not have fractal characteristics. The ettringite in the hydration products is clustered, and the clustered ettringite squeezes the pore space due to growth, development, and extension. This is the microscopic reason why the total number of pores and the number of multi-damaging pores decrease with the increase of curing age. The research results can provide theoretical support for a more comprehensive understanding of the strength of the backfill. © 2022 Editorial Department of Journal of Sichuan University. All rights reserved.
引用
收藏
页码:121 / 128
页数:7
相关论文
共 30 条
  • [21] Yaguang Qin, Jianhua Hu, Dongjie Yang, Et al., Optimization of transport performance and strength of the filling slurry in tailings reservoir waste by adding air entraining agent[J], Minerals, 10, 9, (2020)
  • [22] Zhou Keping, Ai Kaiming, Zhang Jian, Et al., Nuclear magnetic resonance characteristics in fresh filling slurry[J], Science & Technology Review, 31, 36, pp. 50-53, (2013)
  • [23] Jin Lai, Guiwen Wang, Zhuoying Fan, Et al., Fractal analysis of tight shaly sandstones using nuclear magnetic resonance measurements[J], AAPG Bulletin, 102, 2, pp. 175-193, (2018)
  • [24] Rugao Gao, Keping Zhou, Wei Liu, Et al., Correlation between the pore structure and water retention of cemented paste backfill using centrifugal and nuclear magnetic resonance methods[J], Minerals, 10, 7, (2020)
  • [25] Lang Liu, Zhiyu Fang, Chongchong Qi, Et al., Experimental investigation on the relationship between pore characteristics and unconfined compressive strength of cemented paste backfill[J], Construction and Building Materials, 179, pp. 254-264, (2018)
  • [26] Youzhi Zhang, Deging Gan, Zhenglin Xue, Et al., Effect of the initial air content in fresh slurry on the compressive strength of hardened cemented paste backfill[J], Advances in Materials Science and Engineering, 2020, 3, pp. 1-8, (2020)
  • [27] Bowen Hu, Wang Jianguo, Ma Zhanguo, Et al., Permeability and thermal conductivity models of shale matrix with a bundle of tortuous fractal tree-like branching micropore networks[J], International Journal of Thermal Sciences, 164, 2, (2021)
  • [28] Sun Jiufeng, Dong Haina, Wu Jiajun, Et al., Properties evolution of cement-metakaolin system with CSH/PCE nanocomposites, Construction and Building Materials, 282, (2021)
  • [29] Lisha Pan, Xueqing Qiu, Yuxia Pang, Effect of water-reducing agents on micropattern of cement hydration products[J], Bulletin of The Chinese Ceramic Society, 28, 2, pp. 257-263, (2009)
  • [30] Bo Li, Qiu Li, Wei Chen, Spatial zonation of a hydrotalcitelike phase in the inner product of slag: New insights into the hydration mechanism[J], Cement and Concrete Research, 145, (2021)