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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2016-01-01
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Series: | E3S Web of Conferences |
Online Access: | http://dx.doi.org/10.1051/e3sconf/20160917009 |