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Open public full textRights: UNKNOWN · https://www.elsevier.com/tdm/userlicense/1.0/ · Source: journal-auto-sync:external:CROSSREF_ISSN
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Privacy-aware community infrastructureRocco Lagioia, Alexander M. Puzrin, David M. Potts
Abstract
Rights: UNKNOWN · https://www.elsevier.com/tdm/userlicense/1.0/ · Source: journal-auto-sync:external:CROSSREF_ISSN
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crossref
Confidence 100%
ror
Confidence 99%
No local reference links have been materialized yet.
No local citing links have been materialized yet.
Mechanical behaviour of an idealised ‘wet’ clay
1963
On the yielding of soils
10.1680/geot.1958.8.1.22 · 1958
Unresolved referenced work
1968
A note on sand liquefaction and soil stability
1991
On the generalised stress-strain behaviour of ‘wet’ clay
1968
Sinfonietta classica: an exercise on classical soil modelling
1988
A general basis for yield, failure and potential functions in plasticity
10.1002/nag.1610040406 · 1980
Single hardening constitutive model for frictional materials. II. Yield criterion and plastic work contours
10.1016/0266-352x(88)90053-5 · 1988
Single hardening constitutive model for frictional materials. I. Plastic potential function
10.1016/0266-352x(88)90009-2 · 1988
The mechanics of uncemented carbonate sands
10.1680/geot.1990.40.4.607 · 1990
Comportamento meccanico dei terreni cementati naturali: indagine sperimentale ed interpretazioni teoriche
1994
Isotropic yield surfaces in three dimensions for use in soil mechanics
ror
Confidence 99%
openalex
Confidence 95%
unpaywall
Confidence 95%
datacite
Confidence 0%
10.1002/nag.1610040107 · 1980
A new failure criterion for soils in three-dimensional stress
1982
No additional external references are available.