Microstructure evolution and mechanical behavior of foamed cement-based tail backfills under varying fiber types and concentrations DOI Creative Commons
Tingting Jiang, Shuai Cao, Erol Yılmaz

et al.

Research Square (Research Square), Journal Year: 2024, Volume and Issue: unknown

Published: Aug. 29, 2024

Abstract Industrial solid waste (mine tailings) management has emerged as the key universal ecological challenge a result of unceasing creation rising by-products. Employing tailings makes mine fill production economical and assists resolve disposal problems. Foamed cement-based backfill (FCTB) is consisting tailings, cement, water foaming agent. It provides certain advantages such lightweight, good fluidity, thermal insulation, yet relatively weak in strength. Additionally, FCTB’s strength properties can be intensely improved by adding fibers. A total 3 diverse fibers: polypropylene (PP), glass (G), basalt (B) well dodecyltrimethylammonium bromide (DTAB) agent were used to prepare fiber-reinforced foamed cementitious (FR-FCTB). The mechanical properties, energy evolution, ductility microstructure FR-FCTB elaborately investigated uniaxial compression tests (UCS) SEM. Laboratory findings demonstrates that reinforcing effect three fibers on FCTB specimens: > basalt. showed best features fiber content 0.3% was adopted FCTB. At this time, UCS performance reinforced FCTBs 0.85 MPa increased 18.1%. addition increase fill’s storage limit, slow down discharge elastic strain within backfill, enhance toughness. factor evaluates degree deterioration filling terms post-peak drop, with all values being greater than CTB. FR-FCTB’s chief hydration product C-S-H gel. Fiber’s bridging significantly rallies crack extension thus features. Lastly, study’s main results are instructive for industrial application metallic mines.

Language: Английский

Innovative reinforcement: Assessing strength features of waste microplastics reinforced backfills in sustainable mine waste management DOI

Neyakbo Samiratou Yaya,

Shuai Cao, Erol Yilmaz

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 460, P. 139744 - 139744

Published: Jan. 1, 2025

Language: Английский

Citations

3

Effect of 3D printed skeleton shapes on strength behavior, stress evolution and microstructural response of cement-based tailings backfills DOI

Neyakbo Samiratou Yaya,

Shuai Cao, Erol Yilmaz

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 432, P. 136699 - 136699

Published: May 21, 2024

Language: Английский

Citations

14

Microstructure evolution and mechanical behavior of foamed cement-based tail backfills under varying fiber types and concentrations DOI
Tingting Jiang, Shuai Cao, Erol Yılmaz

et al.

Environmental Science and Pollution Research, Journal Year: 2024, Volume and Issue: 31(39), P. 52181 - 52197

Published: Aug. 14, 2024

Language: Английский

Citations

11

Effect of content of defluorinated solid waste on macroscopic strength and microstructural evolution of cemented tail filling composites DOI
Shengxian Zou, Shuai Cao, Erol Yilmaz

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 436, P. 136921 - 136921

Published: June 7, 2024

Language: Английский

Citations

10

Exploring microstructure and mechanical features of coupled cementitious tail-sand concrete by partial replacement of tungsten tailings DOI
Meilin Jiang, Shuai Cao, Erol Yilmaz

et al.

Process Safety and Environmental Protection, Journal Year: 2024, Volume and Issue: 190, P. 863 - 875

Published: Aug. 26, 2024

Language: Английский

Citations

10

Enhancing performance and structural integrity of cemented paste backfill: Rheological behavior, strength characteristics, and microstructural dynamics DOI Creative Commons

Yongqiang Hou,

Peng Kong, Ke Yang

et al.

Case Studies in Construction Materials, Journal Year: 2024, Volume and Issue: 20, P. e03367 - e03367

Published: June 5, 2024

In order to improve the mechanical properties of backfill, steel slag and straw fiber were used as materials prepare backfill. The law sand-cement ratio, mass concentration, content on strength rheological parameters backfill was analyzed by orthogonal test method, influence mechanism physical revealed. results show that concentration exerts most substantial impact parameters, emerging a significant determinant. Moreover, yield stress diminishes with escalating tailings-cement while it escalates higher content. Augmenting ratio serves impede amplification effect stress. Notably, emerges influential factor affecting uniaxial compressive (UCS) albeit UCS rising ratio. Elevating can counteract debilitation caused an increase in Furthermore, heightened bolster reinforcing early UCS. increases size range void inside subsequently leading degradation its macroscopic strength. adhesion between mortar matrix constitutes pivotal improving integration whereas contributes enhancing distribution structures within This research not only offer data support scientific guidance for design but also facilitate broader application mine backfilling operations.

Language: Английский

Citations

8

Microstructural evolution and strengthening mechanism of aligned steel fiber cement-based tail backfills exposed to electromagnetic induction DOI
Xihao Li, Shuai Cao, Erol Yilmaz

et al.

International Journal of Minerals Metallurgy and Materials, Journal Year: 2024, Volume and Issue: 31(11), P. 2390 - 2403

Published: Sept. 20, 2024

Language: Английский

Citations

7

Effect of different magnetic field densities on aligning of steel fibers in high-performance steel-fiber-reinforced concrete DOI

Siamak Rostamzadeh,

A. Bayat,

Mohammad Mahdi Najafizadeh

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 467, P. 140335 - 140335

Published: Feb. 11, 2025

Language: Английский

Citations

0

Distribution characterization and strength prediction of backfill in underhand drift stopes based on sparrow search algorithm-extreme learning machine and field experiments DOI Creative Commons
Yafei Hu, Yongjing Ye, Bo Zhang

et al.

Case Studies in Construction Materials, Journal Year: 2024, Volume and Issue: 21, P. e03784 - e03784

Published: Sept. 20, 2024

Language: Английский

Citations

2

Characterizing mechanical and multiscale porosity features of cementitious high sulfur tailings backfill using CT technology DOI

Qianru He,

Shuai Cao, Erol Yilmaz

et al.

Process Safety and Environmental Protection, Journal Year: 2024, Volume and Issue: unknown

Published: Dec. 1, 2024

Language: Английский

Citations

2