{"title":"Influence of clay mineralogy on undrained cyclic strength of sand with fines","authors":"","doi":"10.1016/j.jestch.2024.101872","DOIUrl":null,"url":null,"abstract":"<div><div>Soils in natural or reclaimed areas frequently contain a mixture of sand, silt, and clay, rather than consisting solely of clean sand. The influence of a small proportion of fine plastic particles within a sandy matrix on liquefaction resistance still remains unclear. For this purpose, the cyclic response of sand with clay is investigated by using two different types of clay (kaolin and montmorillonite) with three different clay content (5, 10, 15%). The influence of clay mineralogy and clay inclusion level on the cyclic behavior of clayey sand is analyzed. The specimens are prepared with 50% relative densities using wet tamping method to ensure homogeneity and consolidated at 100 kPa effective stress. The results show that kaolin and montmorillonite contained sand show contractive response and limited flow type of liquefaction. For kaolin containing sand, specimens containing 5% kaolin showed a increment in resistance while liquefaction resistance decreased on specimens that contained 10% and 15% kaolin. When considering specimens with montmorillonite; in sand with a 5% clay content, a decrease in liquefaction potential was observed, while an increment was obtained in sand containing 10% and 15% clay content. Moreover, between the intergranular void ratio and the liquefaction resistance, a significant relationship is revealed.</div></div>","PeriodicalId":48609,"journal":{"name":"Engineering Science and Technology-An International Journal-Jestech","volume":null,"pages":null},"PeriodicalIF":5.1000,"publicationDate":"2024-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Science and Technology-An International Journal-Jestech","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2215098624002581","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
Soils in natural or reclaimed areas frequently contain a mixture of sand, silt, and clay, rather than consisting solely of clean sand. The influence of a small proportion of fine plastic particles within a sandy matrix on liquefaction resistance still remains unclear. For this purpose, the cyclic response of sand with clay is investigated by using two different types of clay (kaolin and montmorillonite) with three different clay content (5, 10, 15%). The influence of clay mineralogy and clay inclusion level on the cyclic behavior of clayey sand is analyzed. The specimens are prepared with 50% relative densities using wet tamping method to ensure homogeneity and consolidated at 100 kPa effective stress. The results show that kaolin and montmorillonite contained sand show contractive response and limited flow type of liquefaction. For kaolin containing sand, specimens containing 5% kaolin showed a increment in resistance while liquefaction resistance decreased on specimens that contained 10% and 15% kaolin. When considering specimens with montmorillonite; in sand with a 5% clay content, a decrease in liquefaction potential was observed, while an increment was obtained in sand containing 10% and 15% clay content. Moreover, between the intergranular void ratio and the liquefaction resistance, a significant relationship is revealed.
期刊介绍:
Engineering Science and Technology, an International Journal (JESTECH) (formerly Technology), a peer-reviewed quarterly engineering journal, publishes both theoretical and experimental high quality papers of permanent interest, not previously published in journals, in the field of engineering and applied science which aims to promote the theory and practice of technology and engineering. In addition to peer-reviewed original research papers, the Editorial Board welcomes original research reports, state-of-the-art reviews and communications in the broadly defined field of engineering science and technology.
The scope of JESTECH includes a wide spectrum of subjects including:
-Electrical/Electronics and Computer Engineering (Biomedical Engineering and Instrumentation; Coding, Cryptography, and Information Protection; Communications, Networks, Mobile Computing and Distributed Systems; Compilers and Operating Systems; Computer Architecture, Parallel Processing, and Dependability; Computer Vision and Robotics; Control Theory; Electromagnetic Waves, Microwave Techniques and Antennas; Embedded Systems; Integrated Circuits, VLSI Design, Testing, and CAD; Microelectromechanical Systems; Microelectronics, and Electronic Devices and Circuits; Power, Energy and Energy Conversion Systems; Signal, Image, and Speech Processing)
-Mechanical and Civil Engineering (Automotive Technologies; Biomechanics; Construction Materials; Design and Manufacturing; Dynamics and Control; Energy Generation, Utilization, Conversion, and Storage; Fluid Mechanics and Hydraulics; Heat and Mass Transfer; Micro-Nano Sciences; Renewable and Sustainable Energy Technologies; Robotics and Mechatronics; Solid Mechanics and Structure; Thermal Sciences)
-Metallurgical and Materials Engineering (Advanced Materials Science; Biomaterials; Ceramic and Inorgnanic Materials; Electronic-Magnetic Materials; Energy and Environment; Materials Characterizastion; Metallurgy; Polymers and Nanocomposites)