Mechanical and Freeze-Thaw Characterization of Lignin-BFS (GGBS)-Modified Silty Clays DOI Creative Commons
Yidan Sun,

Fusheng Yu,

Yu Yang

и другие.

Buildings, Год журнала: 2024, Номер 15(1), С. 38 - 38

Опубликована: Дек. 26, 2024

Using silty clay as roadbed filling can lead to diseases. In this paper, was modified with lignin and BFS (GGBS). Then, the mechanical properties, freeze-thaw characteristics, microscopic mechanisms were investigated using unconfined compression tests, California bearing ratio rebound modulus cycling scanning electron microscopy (SEM), X-ray diffraction (XRD). The results showed that curing age increased, compressive strength (UCS) of gradually relationship between stress axial strain samples transitioned from strain-softening strain-hardening. As content decreased UCS, (CBR), first increased then tended stabilize. Adding effectively resist volume increase mass loss during cycles. When 4%:8%, growth rate CBR, largest, change in UCS under cycle smallest, improvement effect most significant. experimental indicated a large amount hydrated calcium silicate products interunit connections, filled soil pores, reduced pore number size. research further improve applicability engineering, protect environment, reduce waste resources.

Язык: Английский

Optimization of geotechnical characteristics of clayey soils using fly ash and granulated blast furnace slag-based geopolymer DOI

Elnour Hamed,

Atila Demiröz

Construction and Building Materials, Год журнала: 2024, Номер 441, С. 137488 - 137488

Опубликована: Июль 23, 2024

Язык: Английский

Процитировано

27

Setting time and mechanical properties of chemical admixtures modified FA/GGBS-based engineered geopolymer composites DOI
Yi Zhang, Wenhua Liu,

Minghui Liu

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 431, С. 136473 - 136473

Опубликована: Май 15, 2024

Язык: Английский

Процитировано

17

Performance modulation and optimization of PE fiber reinforced 3D-printed geopolymer DOI

Xingyi Zhu,

Jiakang Wang, Ming Yang

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 429, С. 136449 - 136449

Опубликована: Май 1, 2024

Язык: Английский

Процитировано

7

In-depth analysis of macro-properties and micro-mechanism of eco-friendly geopolymer based on typical circulating fluidized bed fly ash DOI
Jian Li, Zhibin Ma, Yanxia Guo

и другие.

Journal of Building Engineering, Год журнала: 2024, Номер 95, С. 110074 - 110074

Опубликована: Июнь 28, 2024

Язык: Английский

Процитировано

7

Investigation of mechanical, microscopic, and leaching properties of coal-based solid waste geopolymer mortar activated by soda residue and phosphogypsum DOI
Haotian Pang, Wenyue Qi, Yanli Huang

и другие.

The Science of The Total Environment, Год журнала: 2024, Номер 947, С. 174459 - 174459

Опубликована: Июль 3, 2024

Язык: Английский

Процитировано

7

Solidification/stabilization of copper tailings by industrial solid waste based cementing materials: Apatite synergy, heavy metal toxicity and performance DOI

Yungao Cai,

Yuwei Xiang,

Min Zhou

и другие.

Ceramics International, Год журнала: 2025, Номер unknown

Опубликована: Апрель 1, 2025

Язык: Английский

Процитировано

1

Synthesis and multi-objective optimization of fly ash-slag geopolymer sorbents for heavy metal removal using a hybrid Taguchi-TOPSIS approach DOI Creative Commons

Ebtesam Al Ghafri,

Noura Al Tamimi,

Hilal El-Hassan

и другие.

Environmental Technology & Innovation, Год журнала: 2024, Номер 35, С. 103721 - 103721

Опубликована: Июнь 22, 2024

This study develops and evaluates a highly effective geopolymer sorbent specifically designed for the removal of heavy metals from wastewater. Single binary blends fly ash slag were utilized as binding material. The composite was activated using either sodium hy solely or in combination with silicate. Taguchi method employed to design mixes, having four factors, each levels variation. These factors included ash-to-slag ratio (FA), binder content (BC), molarity hydroxide solution (M), silicate-to-sodium (SS/SH). performance rigorously assessed against comprehensive set criteria, including metal sorption capacity, setting time, flowability, density, compressive strength, abrasion resistance, water absorption, permeable voids, sorptivity, carbon footprint, cost. TOPSIS methodology applied aggregate response criteria determine optimal mix superior performance. results showed that optimum consisted an FA 33 %, BC 1050 kg/m3, M 10, SS/SH 3. A sensitivity analysis confirmed changes weighting did not significantly impact proportioning mix. Furthermore, variance (ANOVA) revealed contributed most sorbent's performance, followed by SS/SH, BC, M. development this only addresses critical environmental concern but also offers great potential practical applications industries municipalities worldwide.

Язык: Английский

Процитировано

5

Mechanical properties stabilization of low plasticity Kaolin soil using fly ash and hydrated lime DOI Creative Commons
Ahmed M. Abdelbaset, Dušan Katunský, Martina Zeleňáková

и другие.

Case Studies in Construction Materials, Год журнала: 2024, Номер 21, С. e03662 - e03662

Опубликована: Авг. 23, 2024

Язык: Английский

Процитировано

4

Advancements in Soft Soil Stabilization by Employing Novel Materials through Response Surface Methodology DOI Creative Commons
Pooja Somadas, Purushotham G Sarvade, Nayak Deepak

и другие.

Geosciences, Год журнала: 2024, Номер 14(7), С. 182 - 182

Опубликована: Июль 8, 2024

Stabilization using industrial by-products is presently gaining importance in the construction sector for improving geotechnical characteristics of soft soils. The optimum dosage stabilisers has become great interest to experimenters terms improved strength, time, and economy projects. This work presents utilization biomedical waste ash strength soil. In this paper, response surface methodology (RSM) was adopted determine combination curing period (C) (BA) quantity attaining maximum unconfined compressive (UCS) soil reduce number trial tests required. factors C BA were varied from 0 14 days 4% 20%, respectively, experiments conducted according experimental plan provided by RSM design. Based on a Face-centred Central Composite Design (FCCCD), mathematical equation created results. Analysis variance (ANOVA) used generated model’s significance, results indicated statically significant model (p ≤ 0.05). revealed that imparts more influence towards improvement, 19.912% BA, with yield UCS 203.008 kPa. optimization technique may be suggested obtain preliminary estimation prior stabilization.

Язык: Английский

Процитировано

3

Behavior of an Embankment on Soft Ground Improved with Soil–Geopolymer Deep Mix Columns under Static and Cyclic Loadings DOI
Sanjoli Gupta, Suresh Kumar,

N. Muni Pradeep

и другие.

International Journal of Geomechanics, Год журнала: 2024, Номер 25(2)

Опубликована: Ноя. 27, 2024

Язык: Английский

Процитировано

3