Effect of nano-Al2O3 on the mechanical and microstructural properties of cement-based grouting material

被引:4
作者
Wu, Hai-feng [1 ]
Shen, Jian-jun [3 ]
Liu, Yin [2 ]
Hu, Ying-ying [3 ]
机构
[1] Shandong Univ Sci & Technol, Sch Energy & Min Engn, Qingdao 266590, Peoples R China
[2] Shandong Univ Sci & Technol, Sch Safety & Environm Engn, Qingdao 266590, Peoples R China
[3] Shandong Univ Aeronaut, Coll Chem Engn & Safety, Binzhou 256600, Peoples R China
基金
中国国家自然科学基金;
关键词
nano-cement based slurry; grey correlation method; mechanical properties; microstructure; NANO-SILICA; DURABILITY; PERFORMANCE; RESISTANCE; PASTES;
D O I
10.1016/j.cscm.2024.e03846
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The mechanical properties and microstructure of cement-based grouting materials are important parameters affecting the quality of geotechnical engineering, which are limited by the properties of added materials. At present, the exploration of nanomaterials has become the development trend of cement-based grouting materials. The results showed that NA can significantly improve the strength of NCBS. The most pronounced effect was observed when the dosage of NA was 1 %; compared with the control group, the strength increased by up to 45.2 %. NA particles accelerate the hydration reaction rate between cement and fly ash, generating a large amount of hydration products to fill the internal voids of NCBS. When the content of NA was 2-4 %, the strength gradually decreased with an increase in the amount of NA addition. The catalytic and microaggregate effect of the NA particles were the primary contributors to the improved NCBS mechanical properties. Aggregated NA particles were the main cause of the decrease in strength. Acicular ettringite, fibrous calcium silicate hydrate, and NA particles are the dominant components that effect the strength and microstructure of NCBSs. By comparing the relationship between NA and the strength of NCBS and the relationship between the curing age and the strength of NCBS, it was found that NA can better reflect the compressive strength of NCBS, and the correlation degree of NA to the strength of NCBS is 76 % higher than that of the curing age.
引用
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页数:15
相关论文
共 69 条
[1]   Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina [J].
Alipour, Rasoul ;
Heshmati, Ali Akbar R. ;
Karimiazar, Jafar ;
Esazadefar, Narges ;
Asghari-Kaljahi, Ebrahim ;
Bahmani, Sayed Hessam .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2022, 176 (04) :326-339
[2]   Bond Strength and Fracture Toughness of Alkali Activated Self-Compacting Concrete Incorporating Metakaolin or Nanosilica [J].
Alzeebaree, Radhwan .
SUSTAINABILITY, 2022, 14 (11)
[3]  
[Anonymous], 2019, GB/T50081-2019
[4]   Enhancing the permeability and abrasion resistance of concrete using colloidal nano-SiO2 oxide and spraying nanosilicon practices [J].
Ardalan, R. Bani ;
Jamshidi, N. ;
Arabameri, H. ;
Joshaghani, A. ;
Mehrinejad, M. ;
Sharafi, P. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 146 :128-135
[5]   Effect of using nano silica on mechanical properties of normal strength concrete [J].
Chekravarty, D. S. V. S. M. R. K. ;
Mallika, A. ;
Sravana, P. ;
Rao, Srinivasa .
MATERIALS TODAY-PROCEEDINGS, 2022, 51 :2573-2578
[6]  
[陈军涛 Chen Juntao], 2024, [煤炭科学技术, Coal Science and Technology], V52, P189
[7]  
Chen R.Q., 2011, J. Nanchang Univ. (Eng. Technol.), V33, P169
[8]   Long-term compressive strength and hydraulic property of nanosilica-improved sand in different soaking environments [J].
Cheng, Mayao ;
Zeng, Yang ;
Chen, Linsheng ;
Yang, Hong .
MATERIALS TODAY COMMUNICATIONS, 2022, 33
[9]  
Chu H.C., 2017, J. Shandong Univ. Sci. Technol. (Nat. Sci.), V36, P63, DOI [10.16452/j.cnki.sdkjzk.2017.03.001, DOI 10.16452/J.CNKI.SDKJZK.2017.03.001]
[10]   The Effect of Nano-Silica and Nano-Alumina with Polypropylene Fiber on the Chemical Resistance of Alkali-Activated Mortar [J].
Dheyaaldin, Mahmood Hunar ;
Mosaberpanah, Mohammad Ali ;
Alzeebaree, Radhwan .
SUSTAINABILITY, 2022, 14 (24)