Performance Optimization of Cement-Fly Ash Grouting Material Based on Response Surface Methodology

Article Preview

Abstract:

Filling grouting is effective to control the overlying strata movement and surface subsidence in mining and tunnel engineering.Grouting material is used in grouting reinforcement projects. In this experiment,based on the mechanical properties of grouting materials, Expert Design and response surface methodology (RSM) is used to optimize the mix proportion of grout materials. The sand-fly ash ratio ,water reducing agent addition are researched as variables, and the 3D response surface is established between the factors and the performance indicators. Microstructure explains the mechanism of factors affecting performance indicators.The results show the relationship between factors and performance can be well fitted by RSM.The order of significance on compressive strength and solidification ratio is sand-fly ash ratio>water reducing agent addition and the order of significant on viscosity is water reducing agent addition>sand-fly ash ratio.Response surface methodology accurately describes the functional relationship between the target value and the design variables.Microstructure shows hydration reaction and the secondary hydration reaction of fly ash will be carried out after cement-fly ash mixed, and the addition of fly ash is especially important for grout material properties.

You might also be interested in these eBooks

Info:

Periodical:

Materials Science Forum (Volume 1036)

Pages:

337-344

Citation:

Online since:

June 2021

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2021 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] G.S. Littlejohn. Chemical Grounding-1.Ground Engineering,1985,4.

Google Scholar

[2] Ayşe Pekrioglu Balkis. Properties and performance of a high volume fly ash grout. Marine Geotechnology,38 (2020) 73-82.

DOI: 10.1080/1064119x.2018.1552999

Google Scholar

[3] Zhang G , Liu J , Li Y, et al. A pasty clay–cement grouting material for soft and loose ground under groundwater conditions. Advances in Cement Research, 29(2017) 1-9.

DOI: 10.1680/jadcr.16.00079

Google Scholar

[4] &Amp M M, Yilmaz Y. Engineering Properties of Medium-to-Fine Sands Injected with Microfine Cement Grout. Marine Georesources & Geotechnology, 29(2011) 95-109.

DOI: 10.1080/1064119x.2010.517715

Google Scholar

[5] Kasper T, Meschke G. A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling. Computers & Geotechnics, 33 (2006) 234-247.

DOI: 10.1016/j.compgeo.2006.04.004

Google Scholar

[6] Marco F, Cesare S, Barbara R, et al. Discussion on Technology of Grouting Material and Grout Mix Proportion in Grouting Treatment Test Project of Goaf in Coal Field. Urban Roads Bridges & Flood Control, 32(2011) 1110-1115.

Google Scholar

[7] Elhadj R, Logzit N, Zied D, et al. Optimization by RSM of Reinforced Concrete Beam Process Parameters. American Journal of Mechanical Engineering, 6(2018) 66.

Google Scholar

[8] Lam L,Wong Y L, Poon C S. Degree of hydration and gel/space ratio of high-volume fly ash/cement systems. Cement and Concrete Research, (2000).

DOI: 10.1016/s0008-8846(00)00213-1

Google Scholar

[9] Zeng Q, Li K, Fen-Chong T, et al. Determination of cement hydration and pozzolanic reaction extents for fly-ash cement pastes. Construction & Building Materials, 27(2013) 560-569.

DOI: 10.1016/j.conbuildmat.2011.07.007

Google Scholar

[10] Hu C L, Li Z J, et al. Property investigation of individual phases in cementitious composites containing silica fume and fly ash. Cement & Concrete Composites, (2015).

DOI: 10.1016/j.cemconcomp.2014.11.011

Google Scholar

[11] Sun G K,Young J F,Kirkpatrick R J.The role of Al in C-S-H: NMR,XRD and compositional results for precipitated samples. Cement and Concrete Research,36(2006).

DOI: 10.1016/j.cemconres.2005.03.002

Google Scholar

[12] Richardson I G. The nature of C-S-H in hardened cements, 29(1999).

Google Scholar

[13] Nochaiya T, Wongkeo W, Chaipanich A. Utilization of fly ash with silica fume and properties of Portland cement–fly ash–silica fume concret. Fuel , 89(2010) 768-774.

DOI: 10.1016/j.fuel.2009.10.003

Google Scholar

[14] Singh S P, Tripathy D P, Ranjith P G. Performance evaluation of cement stabilized fly ash-GBFS mixes as a highway construction material.Waste Management, 28(2008) 1331-1337.

DOI: 10.1016/j.wasman.2007.09.017

Google Scholar