Effect of Waste Marble Powder and Fly Ash on the Rheological Characteristics of Cement Based Grout

Çınar, Muhammet; Karpuzcu, Mehmet; Çanakçı, Hanifi

doi:10.28991/cej-2019-03091287

Cited by 21 publications

(16 citation statements)

References 27 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…3) and Herschel-Bulkley (Eq. 4) model flows, having a yield stress (τ0) parameter in their equation, were also suggested for cement products (such as concrete, mortar, grout or paste) by some reseachers [13,19,[22][23][24].…”

Section: Rheology Resultsmentioning

confidence: 99%

“…Roussel and Le Roy [17] stated that for certain funnel geometries and test conditions, the flow time is a measure of flowability that can be related to the plastic viscosity and yield stress of grouts behaving as Bingham fluids. Investigations on natural hydraulic lime (NHL) grouts [18] and cement based grouts [19] exhibited a good correlation between classical flow tests and the rheological properties.…”

Section: Introductionmentioning

confidence: 93%

See 1 more Smart Citation

Influence of Marble Powder and Fly Ash on Rheological Properties and Strength of Cementitious Grouts

Sis¹,

Kiyak²,

Fenerli³

et al. 2021

jscmt

View full text Add to dashboard Cite

The usability of two environmentally important waste materials in cementitious fine grout production was investigated as partial replacement materials. The study is very important in reducing carbon footprint and cost in construction industry, and improving cement properties. The influence of replacement materials on flowability and strength was investigated by rheological and compressive strength tests. With marble powder replacement, a compressive strength of 26 MPa was achieved, which was fairly above the minimum compressive strength of 14 MPa. The flowability and strength of the mixes were heavily dependent on W/C ratio and affected by type and amount of replacement materials. Increasing W/C ratio and fly ash amount increased flowability, but inversely affected strength of the grouts. On the other hand, marble powder was found to increase the strength to a large extent, but decreased the flowability. The highest increase of 24 % and the lowest increase of 5.3 % on average were achieved with 10 % fly ash and 20 % marble powder replaced mixes, respectively. The rheology data, obtained in a wide shear stress-shear rate range, were found very useful in explaining flowability as well as setting behavior (rate) of grout mixes.

show abstract

Section: Rheology Resultsmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 93%

Influence of Marble Powder and Fly Ash on Rheological Properties and Strength of Cementitious Grouts

Sis¹,

Kiyak²,

Fenerli³

et al. 2021

jscmt

View full text Add to dashboard Cite

show abstract

“…Mirza et al [26] studied the flowability, drying shrinkage, and stability of high-volume fly ash grout. Çınar et al [27] determined the marsh cone flow time of cement-based grout while adding different amount of fly ash. Li et al [1] studied the viscosity of cement-based grout mixed with microfine fly ash.…”

Section: Introductionmentioning

confidence: 99%

Experimental Investigation on the Mixture Ratio and Diffusion Performance of Grouting Materials for Water Bursting Prevention in Coal Mines

Lian

Dai

et al. 2021

Advances in Materials Science and Engineering

View full text Add to dashboard Cite

Grouting is a common and important technique for water bursting prevention in coal mines; the success of grouting in coal mines depends highly on the flowability of grouting materials and the strength of the hardened body as well. In this paper, a series of performance tests, in terms of the water-cement ratio, viscosity, drainage rate, presetting time, final setting time, compressive strength, and permeability were conducted on the cement-fly ash-based grout at various mixture ratios. The evolution of these performances versus different mixture ratios was analyzed; targeting at the reasonable flowability and hardened strength of grouting materials, an optimized mixture ratio was recognized for water bursting prevention in coal mines. Furthermore, the diffusion experiments of optimized grout material were designed taking into account the influence of confining and hydraulic pressure in the porous medium. As a result, the confining and hydraulic pressures have a linear negative correlation with the diffusion distance of grout materials. These results have guiding significance to water bursting prevention in coal mines.

show abstract

“…The use of SCMs such as fly ash, metakaolin, and rice husk ash, copper slag, ground granulated blast furnace slag (GGBS), marble powder etc., makes it affordable for the construction industry due to reduced cost. Addition of these SCMs are also found to be advantageous in the cement based grouting application [5][6][7].…”

Section: Introductionmentioning

confidence: 99%

An Experimental and Analytical Study on Alccofine Based High Strength Concrete

Sagar

Sivakumar

2020

IJE

View full text Add to dashboard Cite

The use of supplementary cementitious materials (SCMs) in concrete manufacturing is considered as financial, technical and environmental benefit. In this regard, this paper presents the experimental and analytical study of high strength concrete (HSC) with alccofine-1203 (alccofine) and fly ash as partial replacements to cement. A total of seven mixes were prepared with different percentages of alccofine (4-14%). The prepared concrete mixes were experimentally tested for slump, compressive, flexural and split tensile strengths for 7, 28, and 56-days curing ages. Uniaxial stress-strain behavior, and water absorption and porosity were evaluated at 28-days curing age. Young's modulus, energy absorption capacity (EAC) and integral absolute error (IAE) were assessed analytically. From the test results, it was observed that the replacement of cement with alccofine significantly improved the workability of the concrete. Among all the mixes, the mix with 10% alccofine content exhibited good behavior in all the investigated parameters. The alccofine incorporation was found to have a negative effect on the behavior of HSC beyond 10% replacement in all the investigated parameters. Based on the experimental compressive strength results, empirical relations were proposed to predict the flexural and split tensile strengths. The proposed empirical relations have the lowest IAE (3.29 and 3.32% for flexural and split tensile strength) in comparison with ACI-318, IS 456 and empirical relations proposed by earlier researchers.

show abstract

Effect of Waste Marble Powder and Fly Ash on the Rheological Characteristics of Cement Based Grout

Cited by 21 publications

References 27 publications

Influence of Marble Powder and Fly Ash on Rheological Properties and Strength of Cementitious Grouts

Influence of Marble Powder and Fly Ash on Rheological Properties and Strength of Cementitious Grouts

Experimental Investigation on the Mixture Ratio and Diffusion Performance of Grouting Materials for Water Bursting Prevention in Coal Mines

An Experimental and Analytical Study on Alccofine Based High Strength Concrete

Contact Info

Product

Resources

About