2026/5/27
Masoud Nasiri

Masoud Nasiri

Academic rank: Assistant Professor
ORCID: https://orcid.org/0000-0003-2371-7517
Education: PhD.
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Faculty: Faculty of Engineering
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E-mail: m.nasiri [at] kut.ac.ir
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Research

Title
Shear Strength Behavior of Oil-Contaminated Bushehr Carbonate Sand
Type
JournalPaper
Keywords
Shear modulus, Damping ratio, Carbonate sand, Oil contamination, SEM.
Year
2025
Journal journal of rehabilitation in civil engineering
DOI
Researchers Masoud Fallah ، Ahmad Reza Mazaheri ، Hamid Lajevardi ، Masoud Nasiri

Abstract

The crude oil leakage in soils could lead to an extreme reduction in resistance. It is significant for oil-rich countries, such as Iran, with several crude oil resources. The clean and oil-contaminated Bushehr carbonate coastal sand cyclic simple shear behavior is investigated. The clean and crude oil-contaminated sands were prepared with a relative density of 60%, and oil-contaminated samples were prepared using 2%, 4%, and 6% crude oil. Shear modulus (G) and damping ratio (D) rely on soil particle characteristics. Using 2% crude in Bushehr carbonate sand leads to an approximately 5% increase in shear modulus. Also, applying 4% oil in the specimens caused roughly 8% enhancement in the dynamic strength of Bushehr carbonate sand. Keeping the conditions constant, the effects of oil contamination on this carbonate sand were investigated using a cyclic simple shear apparatus. The results indicate that 6% crude oil contamination will lead to a decline in shear modulus (10.6%), a growth (27.6%) in the damping ratio, and a decrease (16.6%) in the friction angle of Bushehr sand in comparison to clean sands. However, 2% and 4% contamination led to static and dynamic resistance increase of Bushehr carbonate sand. The results indicated that using 2% and 4% crude oil caused a 12.5% and 20.8% increase in the static resilience of Bushehr carbonate sand, respectively.