Adsorptive Removal of Zinc and Lead Ions from Industrial Wastewater Using Al-Fe Pillared Silty Clay: Kinetic and Isothermal Analysis DOI
Ghayda Yaseen Al Kindi,

Rana Jawad Kadhum,

Hasanain Saad Azeez

и другие.

Surfaces and Interfaces, Год журнала: 2025, Номер unknown, С. 106824 - 106824

Опубликована: Май 1, 2025

Язык: Английский

Geotechnical characteristics of clayey soil stabilized with fly ash and marble dust DOI
Abdülhakim Zeybek, Muhammed TANYILDIZI,

İsmail Tosun

и другие.

Transportation Geotechnics, Год журнала: 2025, Номер unknown, С. 101558 - 101558

Опубликована: Апрель 1, 2025

Язык: Английский

Процитировано

0
Preparation and mechanical characterization of pressed carbonized wood sawdust bio-composite DOI Creative Commons
Hossein Rahmani,

Augonis Algirdas,

Anhelina Shestavetska

и другие.

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

Опубликована: Апрель 29, 2025

Язык: Английский

Процитировано

0
Utilization of Artificially Cemented Sand for Porous Pavement Applications and Analysis of Runoff Control DOI
Javed Alam Khan, Abdullah Ekinci, Bertuğ Akıntuğ

и другие.

Turkish Journal of Civil Engineering, Год журнала: 2025, Номер 36(5)

Опубликована: Май 9, 2025

This study investigates the effects of curing period (0, 4, 7, and 28 days), density (1.6 1.8 g/cm³), cement content (1%, 3%, 6%, 10%) on behavior cemented sand. Unconfined compressive strength (UCS) tests assessed strength, while permeability was evaluated through constant head tests. Additionally, ultra-pulse velocity (UPV) testing used to assess shear modulus (G0) as a nondestructive evaluation method. The findings demonstrate that increasing extending duration enhance both reducing permeability. Specifically, 10% days result in significant improvement, with UCS reaching 2.7 MPa G0 attaining 1.2 MPa. Higher also enhances but lowers Hydrological modeling stormwater systems reveals elevates surface runoff volume shifts soil Curve Number from 61 89 (for 1% at g/cm³ density, respectively), indicating reduced infiltration capacity increased potential. Statistical analysis confirmed relationships between content, time, resulting permeability, p-values below 5%, strong statistical significance. For urban requiring permeability-strength equilibrium, g/cm3 6% cement, 7-day mix is recommended support groundwater recharge maintaining pavement durability.

Язык: Английский

Процитировано

0
Utilising Quarry Fines and GGBS as Cement Substitutes in Mortar for Enhanced Performance DOI Creative Commons
Chee Ban Cheah, Guijun Xian,

Liew Jia Jia

и другие.

Results in Engineering, Год журнала: 2025, Номер unknown, С. 105502 - 105502

Опубликована: Май 1, 2025

Язык: Английский

Процитировано

0
Adsorptive Removal of Zinc and Lead Ions from Industrial Wastewater Using Al-Fe Pillared Silty Clay: Kinetic and Isothermal Analysis DOI
Ghayda Yaseen Al Kindi,

Rana Jawad Kadhum,

Hasanain Saad Azeez

и другие.

Surfaces and Interfaces, Год журнала: 2025, Номер unknown, С. 106824 - 106824

Опубликована: Май 1, 2025

Язык: Английский

Процитировано

0