Impact of various additives and their combinations on the consolidation characteristics of clayey soil DOI Creative Commons

Soheila Shojamoghadam,

Arash Rajaee, Saeed Abrishami

и другие.

Scientific Reports, Год журнала: 2024, Номер 14(1)

Опубликована: Дек. 30, 2024

Improving highway bases is the most crucial step that enhances pavements' performance and long-term durability. Lime Portland cement are commonly used in soil stabilization endeavors. Nevertheless, substantial carbon emissions associated with lime manufacturing have led to a growing interest researching environmentally friendly additives. Through standard proctor compaction tests one-dimensional consolidation tests, this research investigates behavior of fine-grained stabilized various content additives such as fly ash (FA), volcanic (VA), marble powder (MP), cement, their combination at different curing times (7, 14, 28, 90 days). Furthermore, evaluate characteristics materials, Atterberg limits, grain size distribution, X-ray fluorescence (XRF), scanning electron microscope (SEM), particle analysis (PSA), energy dispersive spectroscopy (EDS) been performed on selected materials. Various stabilizing agents effects behavior, maximum dry density (MDD) decreasing higher optimum moisture (OMC) values generally increasing, except for MP-stabilized samples. The results indicate addition FA, VA, MP, compressibility reductions. By raising proportion MP 20% extending duration days, compression index (C

Язык: Английский

Influence of Hemp Fiber on the Mechanical Characteristics and Freeze-Thaw Durability of LKD-Nano Silica-Stabilized Kaolin Soil DOI Creative Commons

Seyed Amir Mir Moayed,

Mahyar Arabani, Hadi Ahmadi

и другие.

Results in Engineering, Год журнала: 2025, Номер unknown, С. 105318 - 105318

Опубликована: Май 1, 2025

Язык: Английский

Процитировано

0

Impact of Recycled Macro-synthetic Fibers on Kaolin Soil Stabilized with Lime Kiln Dust and Volcanic Ash DOI Creative Commons

Mohammad Hadi Hatefi,

Mahyar Arabani, Meghdad Payan

и другие.

Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04830 - e04830

Опубликована: Май 1, 2025

Язык: Английский

Процитировано

0

Effect of environmental exposure on long-term tensile strength of tin slag polymer concrete DOI Creative Commons
Muhamad Soffi Manda, M. R. M. Rejab,

Shukur Abu Hassan

и другие.

Next Sustainability, Год журнала: 2025, Номер 5, С. 100139 - 100139

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0

Investigating the Geomechanical Behavior and Mechanism of Clay Stabilization with Natural Zeolite and Nano-magnetite under Accelerated Curing Conditions (ACC) DOI Creative Commons
Payam Eshghi, Mohammad Azadi, Hadi Ahmadi

и другие.

Results in Engineering, Год журнала: 2024, Номер unknown, С. 103529 - 103529

Опубликована: Ноя. 1, 2024

Язык: Английский

Процитировано

2

Impact of various additives and their combinations on the consolidation characteristics of clayey soil DOI Creative Commons

Soheila Shojamoghadam,

Arash Rajaee, Saeed Abrishami

и другие.

Scientific Reports, Год журнала: 2024, Номер 14(1)

Опубликована: Дек. 30, 2024

Improving highway bases is the most crucial step that enhances pavements' performance and long-term durability. Lime Portland cement are commonly used in soil stabilization endeavors. Nevertheless, substantial carbon emissions associated with lime manufacturing have led to a growing interest researching environmentally friendly additives. Through standard proctor compaction tests one-dimensional consolidation tests, this research investigates behavior of fine-grained stabilized various content additives such as fly ash (FA), volcanic (VA), marble powder (MP), cement, their combination at different curing times (7, 14, 28, 90 days). Furthermore, evaluate characteristics materials, Atterberg limits, grain size distribution, X-ray fluorescence (XRF), scanning electron microscope (SEM), particle analysis (PSA), energy dispersive spectroscopy (EDS) been performed on selected materials. Various stabilizing agents effects behavior, maximum dry density (MDD) decreasing higher optimum moisture (OMC) values generally increasing, except for MP-stabilized samples. The results indicate addition FA, VA, MP, compressibility reductions. By raising proportion MP 20% extending duration days, compression index (C

Язык: Английский

Процитировано

2