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Monjezi, Arvin, Ahmadi Chenarboni, Hamed, MolaAbasi, Hossein. (1405). Feasibility Study to Evaluate the Application of Microsilica in Enhancing the Mechanical and Physical Characteristics of an Oil-Contaminated Silty Soil. پژوهشنامه مدیریت اجرایی, 2(4), 15-27. doi: 10.22080/ceas.2026.30763.1063
Arvin Monjezi; Hamed Ahmadi Chenarboni; Hossein MolaAbasi. "Feasibility Study to Evaluate the Application of Microsilica in Enhancing the Mechanical and Physical Characteristics of an Oil-Contaminated Silty Soil". پژوهشنامه مدیریت اجرایی, 2, 4, 1405, 15-27. doi: 10.22080/ceas.2026.30763.1063
Monjezi, Arvin, Ahmadi Chenarboni, Hamed, MolaAbasi, Hossein. (1405). 'Feasibility Study to Evaluate the Application of Microsilica in Enhancing the Mechanical and Physical Characteristics of an Oil-Contaminated Silty Soil', پژوهشنامه مدیریت اجرایی, 2(4), pp. 15-27. doi: 10.22080/ceas.2026.30763.1063
Monjezi, Arvin, Ahmadi Chenarboni, Hamed, MolaAbasi, Hossein. Feasibility Study to Evaluate the Application of Microsilica in Enhancing the Mechanical and Physical Characteristics of an Oil-Contaminated Silty Soil. پژوهشنامه مدیریت اجرایی, 1405; 2(4): 15-27. doi: 10.22080/ceas.2026.30763.1063

Feasibility Study to Evaluate the Application of Microsilica in Enhancing the Mechanical and Physical Characteristics of an Oil-Contaminated Silty Soil

Civil Engineering and Applied Solutions
دوره 2، شماره 4، دی 2026، صفحه 15-27    اصل مقاله (656.21 K)
نوع مقاله: Original Article
شناسه دیجیتال (DOI): 10.22080/ceas.2026.30763.1063
نویسندگان
Arvin Monjezi1؛ Hamed Ahmadi Chenarboni2؛ Hossein MolaAbasi* 3
1Department of Civil Engineering, Arak Branch, Islamic Azad University, Arak, Iran
2Department of Civil Engineering, Omidiyeh, Islamic Azad University, Ahvaz, Iran
3Department of Civil Engineering, Gonbad Kavous University, Gonbad Kavous, Golestan, Iran
تاریخ دریافت: 21 آذر 1404،  تاریخ بازنگری: 25 بهمن 1404،  تاریخ پذیرش: 03 اردیبهشت 1405 
چکیده
This study investigates the modification of oil-contaminated soils using microsilica, a pozzolanic material. Laboratory tests, including compaction, Atterberg limits, direct shear, consolidation, and unconfined compression, were conducted. The results show that adding an optimal dosage of 15% microsilica improved soil mechanical properties: it reduced the compression index, decreased void ratio over time, and lowered plasticity. These improvements are attributed to particle agglomeration, flocculation, and long-term pozzolanic reactions between microsilica and soil minerals. Overall, 15% microsilica effectively enhanced the strength and consolidation behavior of oil-contaminated soils after 28 days of curing.
کلیدواژه‌ها
Oil-contamination؛ Microsilica؛ Silty soil؛ Stabilization؛ Unconfined compressive strength
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