Investigation of the water resistance of non-sintered wrap-shell lightweight aggregates with high content solid waste and its application in water permeable bricks DOI

Kairu Xue,

Mengwei Su,

Xin Yang

и другие.

Construction and Building Materials, Год журнала: 2023, Номер 400, С. 132612 - 132612

Опубликована: Июль 28, 2023

Язык: Английский

Mechanical and environmental behavior of waste foundry sand stabilized with alkali-activated sugar cane bagasse ash-eggshell lime binder DOI
Suéllen Tonatto Ferrazzo, Mariana Tonini de Araújo, Giovani Jordi Bruschi

и другие.

Construction and Building Materials, Год журнала: 2023, Номер 383, С. 131313 - 131313

Опубликована: Апрель 10, 2023

Язык: Английский

Процитировано

10

Triaxial behavior and microstructural insights of loose sandy soil stabilized with alkali activated slag DOI Creative Commons

Mohammad Banaian,

Seyed Mohammad Fattahi, Abbas Soroush

и другие.

Scientific Reports, Год журнала: 2025, Номер 15(1)

Опубликована: Янв. 28, 2025

This study investigates the mechanical and microstructural properties of loose sandy soil stabilized with alkali-activated Ground Granulated Blast Furnace Slag (GGBFS). To examine effects varying GGBFS contents, curing times, confining pressures on behavior, undrained triaxial unconfined compressive strength (UCS) tests were conducted. Microstructural analyses using FE-SEM, EDX, FTIR performed to elucidate nature development cementation. The results behavior demonstrate that even limited content (1–6%), treated samples exhibited significant improvements in strength, stiffness, energy absorption, underscoring efficiency as a stabilizer. Moreover, parameters from revealed nearly constant internal friction angle increasing duration, while cohesion showed remarkable enhancement. A strong linear correlation between UCS was also identified, enabling cost-effective estimation shear parameters. These findings highlight potential for improving granular soils, offering practical implications sustainable geotechnical applications, particularly road construction.

Язык: Английский

Процитировано

0

A Sustainable Soil Stabilization Technique Using Medical Waste Incineration Ash, Coal-Based Fly Ash, and Polyethylene Terephthalate Strips DOI

Mohammed Russedul Islam,

Md. Zarif Asif Khan,

Md Rashadul Islam

и другие.

Journal of Materials in Civil Engineering, Год журнала: 2025, Номер 37(4)

Опубликована: Фев. 4, 2025

Язык: Английский

Процитировано

0

Utilization of agricultural waste-based materials in geopolymer DOI
Chao Zhang, Yilin Su, Yuan Meng

и другие.

Elsevier eBooks, Год журнала: 2025, Номер unknown, С. 145 - 170

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0

Simultaneous influences of nanomaterial and fiber reinforcement on enhancing the mechanical performance of geopolymer stabilized soft clayey soils DOI
Hassan Khosravi, Amir Reza Goodarzi, Seyed Hamid Lajevardi

и другие.

Journal of Central South University, Год журнала: 2025, Номер 32(2), С. 597 - 623

Опубликована: Фев. 1, 2025

Язык: Английский

Процитировано

0

Improving shear strength penetration resistance and microstructural behaviour of expansive subgrade soil using scoria DOI

Addisu Ayele Jebo,

Kunal Jain,

Maninder Singh

и другие.

Road Materials and Pavement Design, Год журнала: 2025, Номер unknown, С. 1 - 27

Опубликована: Май 2, 2025

Язык: Английский

Процитировано

0

Effects of Industrial and Agricultural Recycled Waste Enhanced with Lime Utilisation in Stabilising Kaolinitic Soil DOI Open Access
Muhammad Syamsul Imran Zaini, Muzamir Hasan

International Journal of Sustainable Construction Engineering Technology, Год журнала: 2023, Номер 14(4)

Опубликована: Окт. 15, 2023

Soft kaolin clay is a problematic soils encountered in various construction projects that lead to the implementation of soil stabilisation. On other side, massive production industrial and agricultural waste currently presents critical problem for environment. However, utilisation wastes altering characteristics kaolinitic can be considered as an ideal solution enhance characterisation field construction. Therefore, this study examines alterations engineering properties soft by utilising silica fume by-product eggshell ash enhanced with lime use. To assess impact fume, ash, on soil, series laboratory experiments containing Atterberg limits, specific gravity, compaction test, unconfined compression X-ray fluorescence, diffraction, sieve analysis, emission scanning electron microscope carried out. In study, 2%, 4% 6% 3%, 9% optimal combination SF, ESA are usedand were cured 1, 7, 14 30 days. The results present utilization alter reducing consistency linearshrinkage, maximum dry density, while increasing value shrinkage limit, optimum moisture content. terms strength improvement, highest was recorded when treated four (4) different days curing improvement 81.03%, 82.46%, 88.49% 88.74%. concludes use persistently open way economical sustainable materials improving soil.

Язык: Английский

Процитировано

9

Potential Reuse of Andean Highlands Tin Tailings in Geotechnical Works Through Geopolymer Binder Stabilization DOI
Durval Párraga Morales,

Eduardo Orellana Rivera,

Andres Lotero

и другие.

Geotechnical and Geological Engineering, Год журнала: 2024, Номер 42(7), С. 6071 - 6093

Опубликована: Июль 30, 2024

Язык: Английский

Процитировано

3

Insights into clinker-clay interactions in stabilized soft clay using NMR, TEM, and FTIR DOI Creative Commons
Jun Wu,

Caihua Wan,

Zhen-Shun Hong

и другие.

Journal of Rock Mechanics and Geotechnical Engineering, Год журнала: 2024, Номер unknown

Опубликована: Дек. 1, 2024

Язык: Английский

Процитировано

3

Study on properties and soil solidification mechanism of alkali - activated cementitious materials DOI
Lei Liu, Yong Yao, Lingling Zhang

и другие.

Materials Today Communications, Год журнала: 2023, Номер 37, С. 107556 - 107556

Опубликована: Ноя. 10, 2023

Язык: Английский

Процитировано

8