Autogenous Shrinkage Performance Evolution Law of Mortar Mixed with Granite Powder

Abstract

Abstract: In order to improve the utilization rate of granite powder, based on the analysis of the influence of grinding time on particle characteristics of granite powder, the influences of granite powder dosage and grinding time on autogenous shrinkage performance of mortar were systematically studied. The main factors affecting the self shrinkage performance of mortar with granite powder were analyzed using grey entropy method. Finally, microscopic testing methods were used to reveal the mechanism of the influence of granite powder on self shrinkage performance of mortar. The result show that with the increase of grinding time, the fineness of stone powder particles gradually increases, the content of particles with a particle size less than 10 μm increases, the content of particles with a particle size greater than 40 μm decreases, and the self-contraction deformation of granite-doped stone powder mortar gradually increases. With the increase of granite powder content, the self shrinkage deformation of mortar shows a pattern of increasing first and then decreasing. Appropriately reducing the dosage of granite powder particles with particle size less than 20 μm is beneficial for improving the self shrinkage activity index of mortar mixed with granite powder. The granite powder mainly affects the type and quantity of hydration products inside mortar, thereby affecting its self shrinkage deformation law.

Key words: granite powder, mortar, autogenous shrinkage, particle parameter, microstructure, hydration product, gray entropy analysis

CLC Number:

TU528

CHEN Mei, HAN Yixuan, ZHANG Yunsheng, HU Xiangnan, XUE Cuizhen, WANG Jianghua. Autogenous Shrinkage Performance Evolution Law of Mortar Mixed with Granite Powder[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2023, 42(12): 4360-4367.

References

[1] 彭兴华, 夏循茂, 李国栋, 等. 石粉资源化利用研究现状和前景展望[J]. 山西建筑, 2022, 48(13): 126-130+178.
PENG X H, XIA X M, LI G D, et al. Research status and prospect of resource utilization of granite powder[J]. Shanxi Architecture, 2022, 48(13): 126-130+178 (in Chinese).
[2] DANISH A, ALI MOSABERPANAH M, SALIM M U, et al. Reusing marble and granite dust as cement replacement in cementitious composites: a review on sustainability benefits and critical challenges[J]. Journal of Building Engineering, 2021, 44: 102600.
[3] MEDINA G, SÁEZ DEL BOSQUE I F, FRÍAS M, et al. Granite quarry waste as a future eco-efficient supplementary cementitious material (SCM): scientific and technical considerations[J]. Journal of Cleaner Production, 2017, 148: 467-476.
[4] ALKHALY Y R, HASAN M. Characteristics of reactive powder concrete comprising synthesized rice husk ash and quartzite powder[J]. Journal of Cleaner Production, 2022, 375: 134154.
[5] DHANDAPANI Y, SANTHANAM M, KALADHARAN G, et al. Towards ternary binders involving limestone additions: a review[J]. Cement and Concrete Research, 2021, 143, 106396.
[6] KHAN M M H, SOBUZ M H R, MERAZ M M, et al. Effect of various powder content on the properties of sustainable self-compacting concrete[J]. Case Studies in Construction Materials, 2023, 19: e02274.
[7] PRAKASH B, SARAVANAN T J, KABEER K I S A, et al. Exploring the potential of waste marble powder as a sustainable substitute to cement in cement-based composites: a review[J]. Construction and Building Materials, 2023, 401: 132887.
[8] FENG H, PAN L S, ZHENG Q, et al. Effects of molecular structure of polycarboxylate superplasticizers on their dispersion and adsorption behavior in cement paste with two kinds of granite powder[J]. Construction and Building Materials, 2018, 170: 182-192.
[9] 吕小武, 赵永伟, 闫永亮. 石灰石粉对水泥砂浆强度影响及作用机理[J]. 中外公路, 2022, 42(3): 167-173.
LV X W, ZHAO Y W, YAN Y L. The influence of limestone pow on that strength of cement mortar and its mechanism[J]. Journal of China & Foreign Highway, 2022, 42(3): 167-173 (in Chinese).
[10] 王宇谋. 花岗岩石粉对砂浆性能的影响研究[D]. 广州: 广东工业大学, 2018.
WANG Y M. Study on the influence of granite powder on mortar performance[D]. Guangzhou: Guangdong University of Technology, 2018 (in Chinese).
[11] KLEMCZAK B, GOŁASZEWSKI J, SMOLANA A, et al. Shrinkage behaviour of self-compacting concrete with a high volume of fly ash and slag experimental tests and analytical assessment[J]. Construction and Building Materials, 2023, 400: 132608.
[12] 王丹, 车佳玲, 舒宏博, 等. 沙漠砂-水泥基材的收缩特性[J]. 材料科学与工程学报, 2021, 39(6): 1021-1027.
WANG D, CHE J L, SHU H B, et al. Shrinkage properties of desert sand cementitious materials[J]. Journal of Materials Science and Engineering, 2021, 39(6): 1021-1027 (in Chinese).
[13] WU L M, FARZADNIA N, SHI C J, et al. Autogenous shrinkage of high performance concrete: a review[J]. Construction and Building Materials, 2017, 149: 62-75.
[14] 刘艳明, 施韬, 黄炜, 等. 石墨烯改性水泥基材料的力学和收缩性能[J]. 材料科学与工程学报, 2022, 40(1): 28-33.
LIU Y M, SHI T, HUANG W, et al. Mechanical and shrinkage resistance of graphene-modified cement-based materials[J]. Journal of Materials Science and Engineering, 2022, 40(1): 28-33 (in Chinese).
[15] 乔建刚, 田亚磊, 张恒. 聚酯玻纤布防裂性能影响因素的灰熵分析[J]. 材料科学与工程学报, 2018, 36(2): 250-253+184.
QIAO J G, TIAN Y L, ZHANG H. Grey entropy analysis of factors on anti-cracking performance of polyester glass fiber cloth[J]. Journal of Materials Science and Engineering, 2018, 36(2): 250-253+184 (in Chinese).
[16] CAI K F, WANG D F. Optimizing the design of automotive S-rail using grey relational analysis coupled with grey entropy measurement to improve crashworthiness[J]. Structural and Multidisciplinary Optimization, 2017, 56(6): 1539-1553.