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

и другие.

Research Square (Research Square), Год журнала: 2024, Номер unknown

Опубликована: Авг. 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.

Язык: Английский

Study on shear behavior and microstructure of rock and cemented paste backfill interface DOI
Chi Zhang, Jie Wang,

Weidong Song

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 443, С. 137834 - 137834

Опубликована: Авг. 8, 2024

Язык: Английский

Процитировано

3

The bonding mechanism of rock and cement paste backfill interface under high temperature curing DOI
Chi Zhang, Jie Wang,

Weidong Song

и другие.

Powder Technology, Год журнала: 2025, Номер unknown, С. 120680 - 120680

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0

Exploring Pore Structure Features, Crack Propagation and Failure Behavior of Fiber Reinforced Foam Tail Fill by CT Imaging and 3D Reconstruction DOI Open Access
Tingting Jiang, Shuai Cao, Erol Yilmaz

и другие.

Minerals, Год журнала: 2025, Номер 15(4), С. 354 - 354

Опубликована: Март 28, 2025

Fiber-reinforced foam tail fill (FRFTF) has been widely investigated in the field of foamed backfill because its high strength and toughness. However, fiber enhancement damage mechanism FRFTF still need to be further explored. The pore crack growth particle structure distribution features three kinds basalt (B), polypropylene (PP), glass (G) fibers on were porosity, fracture, sphericity, fractal dimension quantitatively probed by X-ray micro-computed tomography combined with uniaxial compression (UCS) SEM, while spatial porosity fracture was analyzed 3D reconstruction technology. Laboratory findings demonstrate that increases from 1.46% 4.74% increase content 0.3% 0.9%. This is related weak adhesion between fiber. Adding blowing agents could well enhance morphology FRFTF, reduce number principal cracks trapped within specimens, maintain structure’s integrity. relationship FRFTF’s UCS value porosity/fracture closely nature quantity fibers, overall performance best among others. As quality shifts 0.9%, specimen’s adversely correlated porosity. In current study, internal connection FRFTFs are studied microscopically. combination macro-mechanical microscopic provides a new research idea for materials during implementation fully mechanized mining technology hard rock mines.

Язык: Английский

Процитировано

0

Visualization and quantification of pore structure in cement tailings waste rock composites using X-ray computed tomography and deep learning DOI
Jiajian Li, Shuai Cao,

Weidong Song

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 476, С. 141341 - 141341

Опубликована: Апрель 15, 2025

Язык: Английский

Процитировано

0

Strength, deformation and crack evolution behaviour of cemented tailings backfill composite structures with different strength ratios DOI
Yun Zhou, Shenghua Yin, Leiming Wang

и другие.

Nondestructive Testing And Evaluation, Год журнала: 2024, Номер unknown, С. 1 - 21

Опубликована: Июль 11, 2024

Язык: Английский

Процитировано

2

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

Qianru He,

Shuai Cao, Erol Yilmaz

и другие.

Process Safety and Environmental Protection, Год журнала: 2024, Номер unknown

Опубликована: Дек. 1, 2024

Язык: Английский

Процитировано

2

Mitigation of Alkali-Silica Reaction by Shredded Wind Turbine Blade Waste in Mortar DOI
Tao Liu, C. Paraskevoulakos, Ana T. Lima

и другие.

Rilem bookseries, Год журнала: 2024, Номер unknown, С. 504 - 514

Опубликована: Янв. 1, 2024

Язык: Английский

Процитировано

0

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

и другие.

Research Square (Research Square), Год журнала: 2024, Номер unknown

Опубликована: Авг. 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.

Язык: Английский

Процитировано

0