{"title":"Statistics of Atterberg limit values of some pure kaolinitic clays","authors":"G. Spagnoli, S. Shimobe","doi":"10.1080/17486025.2021.2014987","DOIUrl":null,"url":null,"abstract":"ABSTRACT Atterberg limits of soils are the most basic and widely used geotechnical characterisation of fine-grained soils. While the indicative values for different clay types (e.g. kaolinite, smectite, illite) are quite known, no in-depth statistical analysis has been performed to understand any possible variations of the values. In this note, 128 data on Atterberg limits of kaolinitic clays have been gathered and statistically analysed to understand the distribution of the data and to understand whether variations in mean values and variances are detectable. A measurement system analysis has been performed on a kaolinitic sample to detect possible variations of measurements. Based on regression analysis to obtain plasticity index (PI) values from liquid limit (LL) values, a Monte Carlo analysis was performed by building models of possible results by substituting a range of values for the LL factors.","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2021-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics and Geoengineering-An International Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/17486025.2021.2014987","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
ABSTRACT Atterberg limits of soils are the most basic and widely used geotechnical characterisation of fine-grained soils. While the indicative values for different clay types (e.g. kaolinite, smectite, illite) are quite known, no in-depth statistical analysis has been performed to understand any possible variations of the values. In this note, 128 data on Atterberg limits of kaolinitic clays have been gathered and statistically analysed to understand the distribution of the data and to understand whether variations in mean values and variances are detectable. A measurement system analysis has been performed on a kaolinitic sample to detect possible variations of measurements. Based on regression analysis to obtain plasticity index (PI) values from liquid limit (LL) values, a Monte Carlo analysis was performed by building models of possible results by substituting a range of values for the LL factors.
期刊介绍:
Geomechanics is concerned with the application of the principle of mechanics to earth-materials (namely geo-material). Geoengineering covers a wide range of engineering disciplines related to geo-materials, such as foundation engineering, slope engineering, tunnelling, rock engineering, engineering geology and geo-environmental engineering. Geomechanics and Geoengineering is a major publication channel for research in the areas of soil and rock mechanics, geotechnical and geological engineering, engineering geology, geo-environmental engineering and all geo-material related engineering and science disciplines. The Journal provides an international forum for the exchange of innovative ideas, especially between researchers in Asia and the rest of the world.