Essential features of compacted silty sand behavior via suction-controlled triaxial testing

The main intent of this work was to gain further insight into some of the limitations (and potential) of the Barcelona Basic Model (BBM) in predicting the stress-strain response of compacted unsaturated soils that are prone to post-peak strain-induced softening during suction-controlled shearing. To...

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Bibliographic Details
Main Authors: Patil Ujwalkumar D., Hoyos Laureano R., Puppala Anand J.
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:E3S Web of Conferences
Online Access:http://dx.doi.org/10.1051/e3sconf/20160917009

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