English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Plus monthly

Global: Zendy Tools annual

Global: Zendy Tools monthly

Global: Zendy Free Plan

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.

Statistics of Atterberg limit values of some pure kaolinitic clays