{"title":"Zeolite role in oil-polluted carbonate sand liquefaction mitigation risk – Developing a novel approach","authors":"Masoud Nasiri , Ehsan Amiri","doi":"10.1016/j.soildyn.2025.109886","DOIUrl":null,"url":null,"abstract":"<div><div>Liquefaction, a crucial concern in geoengineering, is an imminent threat to infrastructures if the cyclic stress reduces effective stress to zero in the soil mass. This natural disaster relies on various factors. Scholars predominantly concentrate on the silica sands' liquefaction response, which contradicts that of carbonates. Few papers address contaminated carbonate sand liquefaction. Therefore, this investigation aims to study the liquefaction resistance of Bushehr carbonate sand (<em>BCS</em>) in clean, crude oil-contaminated, and treated conditions with eco-friendly techniques. The stabilization process uses natural zeolite, a novel material in geotechnical engineering, to stabilize oil-contaminated soils. Zeolite is a clean, safe, ample, and environmentally friendly material. The investigation uncovers that using 6 wt% zeolite has the most significant influence on the treatment of the liquefaction of <em>BCS</em>, yielding a 1.94-fold growth in the number of required cycles for triggering liquefaction. SEM and FTIR results verify the physical experiments, demonstrating that C-H bonds decrease sharply in zeolite-treated <em>BCS</em> specimens. This paper's findings reveal the significant role of zeolite's porous surface in the better adsorption of crude oil from the soil mass. This considerable adsorbing capacity causes outstanding improvement in cyclic strength, leading to a more convincing performance of this agent than other stabilization techniques suggested.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"200 ","pages":"Article 109886"},"PeriodicalIF":4.6000,"publicationDate":"2025-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125006803","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Liquefaction, a crucial concern in geoengineering, is an imminent threat to infrastructures if the cyclic stress reduces effective stress to zero in the soil mass. This natural disaster relies on various factors. Scholars predominantly concentrate on the silica sands' liquefaction response, which contradicts that of carbonates. Few papers address contaminated carbonate sand liquefaction. Therefore, this investigation aims to study the liquefaction resistance of Bushehr carbonate sand (BCS) in clean, crude oil-contaminated, and treated conditions with eco-friendly techniques. The stabilization process uses natural zeolite, a novel material in geotechnical engineering, to stabilize oil-contaminated soils. Zeolite is a clean, safe, ample, and environmentally friendly material. The investigation uncovers that using 6 wt% zeolite has the most significant influence on the treatment of the liquefaction of BCS, yielding a 1.94-fold growth in the number of required cycles for triggering liquefaction. SEM and FTIR results verify the physical experiments, demonstrating that C-H bonds decrease sharply in zeolite-treated BCS specimens. This paper's findings reveal the significant role of zeolite's porous surface in the better adsorption of crude oil from the soil mass. This considerable adsorbing capacity causes outstanding improvement in cyclic strength, leading to a more convincing performance of this agent than other stabilization techniques suggested.
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.