Output details
15 - General Engineering
University of Bristol
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Output 0 of 0 in the submission
Article title
Modelling the undrained response of fibre reinforced sands
Type
D - Journal article
Title of journal
Soils and Foundations
Article number
-
Volume number
51
Issue number
4
First page of article
625
ISSN of journal
0038-0806
Year of publication
2011
Number of additional authors
3
Additional information
Paper describes novel model to predict full stress-strain behaviour of fibre-reinforced soils under undrained conditions. Model uncovers new "stolen void ratio" mechanism that prevents static liquefaction of loose granular soils. Work was presented at Fifth International Symposium on Deformation Characteristics of Geomaterials (Seoul, S. Korea, 2011). Of 362 submissions, paper was one of only 20 full papers finally accepted after full peer-review to appear in special issue. Additionally, based on this work, editor proposed Diambra for Young Researcher award of Japanese Geotechnical Society, for which he was one of three finalists.
Interdisciplinary
-
Cross-referral requested
-
Research group
E - Earthquake and Geomechanics
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-
