The evaluation of calcium carbonate added and basalt fiber reinforced roller compacted high performance concrete for pavement

Yıldızel, Sadık Alper; Tayeh, Bassam A.; Uzun, Mehmet

doi:10.1016/j.cscm.2022.e01293

Cited by 7 publications

(2 citation statements)

References 36 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Compared to materials such as glass fibres [ 23 , 24 ], steel fibres [ [25] , [26] , [27] ] and recycled fibres [ 28 , 29 ], BF have relatively stable chemical properties, thermal stability, mechanical properties [ 30 , 31 ] and cost effectiveness. The incorporation of a certain amount of BF can result in superior mechanical properties of RAC [ 32 , 33 ]. Zhang et al [ 34 ] investigated the effect of BF content on BFRAC.…”

Section: Introductionmentioning

confidence: 99%

Experimental study on axial tensile properties of basalt fibre reinforced recycled aggregate concrete

Zhang,

Wang,

Lou

2024

Heliyon

View full text Add to dashboard Cite

Section: Introductionmentioning

confidence: 99%

Experimental study on axial tensile properties of basalt fibre reinforced recycled aggregate concrete

Zhang,

Wang,

Lou

2024

Heliyon

View full text Add to dashboard Cite

“…Compared with the glass fiber [ 17 , 18 ], steel fiber [ 19 , 20 , 21 ], recycled fiber [ 22 , 23 ], and other materials, BF has relatively stable chemical properties, thermal stability, mechanical properties [ 24 , 25 ], and cost effectiveness. The addition of a certain amount of BF imparts BFRRAC superior mechanical properties [ 26 , 27 ]. Zhang et al [ 28 ] studied the influence of BF content on BFRRAC under different RAC strength grades.…”

Section: Introductionmentioning

confidence: 99%

Mechanical Properties under Compression and Microscopy Analysis of Basalt Fiber Reinforced Recycled Aggregate Concrete

Zhang

Zhou

et al. 2023

Materials

View full text Add to dashboard Cite

In this study, the basalt fiber content (0%, 0.075%, and 0.15%) and replacement ratio of recycled coarse aggregate (0%, 50%, and 100%) were used as parameters, and the compressive strength of 15 cubes and 15 prisms was analyzed. The failure morphology of the specimens was characterized, and the cubic compressive strength, axial compressive strength, elastic modulus, Poisson’s ratio, and other mechanical property indices of the specimens were measured. Upon increasing the replacement ratio, the degree of damage of the specimens gradually increased, whereas the cubic compressive strength, axial compressive strength, and elastic modulus gradually decreased. As the replacement ratio was increased from 50% to 100%, the cubic compressive strength and elastic modulus were noted to decrease the most by about 9.07% and 9.87%, respectively. On the other hand, the Poisson’s ratio first decreased, followed by an increase. Upon increasing the fiber content, the degree of damage of the specimens was gradually reduced, whereas the cubic compressive strength, axial compressive strength, and elastic modulus gradually increased. As the fiber content increased from 0.075% to 0.15%, the axial compressive strength and elastic modulus increased the most by about 6.65% and 10.19%, respectively. On the other hand, the Poisson’s ratio gradually decreased. Based on the test data, the functional relationships between the strength indices and different variables, as well as the conversion value of each strength index and different variables were established; after comparison and verification, the formula calculation results were found to be in good agreement with the test results. The microstructural changes in the basalt fiber reinforced recycled aggregate concrete were characterized by scanning electron microscopy (SEM), and the changes in the mechanical properties of the basalt fiber reinforced recycled aggregate concrete as well as the mechanism of fiber modification and reinforcement were explained from a micro perspective.

show abstract

The Effects of Single and Hybrid Polypropylene Fibers on the Workability and Residual Strength Properties of Concrete Road Pavements Against Freeze–Thaw Cycles

Güler

Akbulut

2023

Arab J Sci Eng

View full text Add to dashboard Cite

The evaluation of calcium carbonate added and basalt fiber reinforced roller compacted high performance concrete for pavement

Cited by 7 publications

References 36 publications

Experimental study on axial tensile properties of basalt fibre reinforced recycled aggregate concrete

Experimental study on axial tensile properties of basalt fibre reinforced recycled aggregate concrete

Mechanical Properties under Compression and Microscopy Analysis of Basalt Fiber Reinforced Recycled Aggregate Concrete

The Effects of Single and Hybrid Polypropylene Fibers on the Workability and Residual Strength Properties of Concrete Road Pavements Against Freeze–Thaw Cycles

Contact Info

Product

Resources

About