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Effect of Void Ratio on K-0 of a Sand by Means of Triaxial Stress-Path Testing
AuthID
P-00N-MMF
2
Author(s)
Santana, T
·
Candeias, M
Document Type
Article
Year published
2018
Published
in
GEOTECHNICAL AND GEOLOGICAL ENGINEERING,
ISSN: 0960-3182
Volume: 36, Issue: 1, Pages: 257-266 (10)
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DOI
:
10.1007/s10706-017-0324-7
Wos
: WOS:000424201800019
Source Identifiers
ISSN
: 0960-3182
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