S Shimobe, G Spagnoli - Engineering Geology, 2019 - Elsevier
Liquid and plastic limits, abbreviated respectively as LL and PL, are obtained through the Casagrande cup method or the fall-cone tests. In the past several correlations between the …
PJ Vardanega, SK Haigh - Canadian Geotechnical Journal, 2014 - cdnsciencepub.com
A database of 641 fall cone tests on 101 soil samples from 12 countries has been analysed to determine the best mathematical relationship linking undrained shear strength with …
Use of fall-cone flow index for soil classification: a new plasticity chart | Géotechnique ICE Publishing collections are provided by Emerald Publishing ICE Virtual Library essential …
In geotechnical engineering applications, it is very important to obtain the undrained shear strength of remolded soils accurately and reliably. This study aims to obtain a trustworthy …
A Soltani, BC O'Kelly - Geotechnical Testing Journal, 2022 - asmedigitalcollection.asme.org
Several attempts have been made to devise alternate plastic limit (PL) determination methods, targeting higher degrees of repeatability and reproducibility. Among these …
The Authors have presented an interesting paper (Hrubesova et al., 2020), which aims (in part) to validate the Moharjerani (1999) calibration approach for establishing the 80 g/30° …
The liquid limit is a key property of fine soils closely related to the stress-strain behaviour and other relevant characteristics of soils such as the expansive potential. There are two …
A number of environmental, agronomic and engineering applications require knowledge of the Atterberg limits (liquid limit, LL; plastic limit, PL) and the plasticity index, PI of soils. The …
J Wang, E Yazdani, TM Evans - Journal of Rock Mechanics and …, 2021 - Elsevier
Diatomaceous soils are comprised of the silica frustules of diatom microalgae that are present in marine and lacustrine environments throughout the world. Owing to their unique …