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A structured Cam Clay model

https://doi.org/10.1139/t02-069
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28/28 checkable references clean · checked 2026-08-19

Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.

6 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

The 28 checked references that resolve
resolves10.1007/BF00880981
Geotechnical properties of the Corinth Canal marls
resolves10.3208/sandf1972.20.2_1
Yielding of Weathered Bangkok Clay
resolves10.1680/geot.1985.35.2.99
A state parameter for sands
resolves10.1680/geot.1965.15.1.1
Undisturbed Samples of London Clay from the Ashford Common Shaft: Strength–Effective Stress Relationships
resolves10.1680/geot.1990.40.3.329
On the compressibility and shear strength of natural clays
resolves10.1680/geot.1996.46.3.491
A laboratory study of the strength of four stiff clays
resolves10.1680/geot.1997.47.3.523
The influence of structure on the pre-failure behaviour of a natural clay
resolves10.1680/geot.1999.49.6.741
On the mechanics of structured sands
resolves10.1108/eb023736
Critical state models in computational geomechanics
resolves10.1061/(ASCE)0733-9410(1985)111:7(865)
Comparison of Natural and Remolded Plastic Clay
resolves10.1680/geot.1993.43.3.351
Liquefaction and flow failure during earthquakes
resolves10.1680/geot.2000.50.3.263
A constitutive model for structured soils
resolves10.1680/geot.1995.45.4.633
An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
resolves10.1680/geot.1990.40.3.467
The general and congruent effects of structure in natural soils and weak rocks
resolves10.1680/geot.1999.49.1.43
Virgin compression of structured soils
resolves10.1680/geot.2000.50.4.479
Modelling the destructuring of soils during virgin compression
resolves10.1002/1096-9853(200007)24:8<723::AID-NAG92>3.0.CO;2-V
Analysis of the compression of structured soils using the disturbed state concept
resolves10.1139/t72-042
An Approach to the Problem of Progressive Failure
resolves10.1080/10641198509388185
The nature and engineering behavior of fine‐grained carbonate soil from off the west coast of India
resolves10.1680/geot.1995.45.2.223
Geotechnical materials and the critical state
resolves10.1680/geot.1962.12.1.23
The Shear Strength Properties of Calcium Illite
resolves10.1002/(SICI)1096-9853(199910)23:12<1319::AID-NAG31>3.0.CO;2-X
A general modelling of expansive and non-expansive clays
resolves10.1680/geot.2000.50.2.153
A kinematic hardening constitutive model for natural clays with loss of structure
resolves10.1139/t69-029
ANISOTROPIC CONSOLIDATION OF LEDA CLAY
resolves10.1680/geot.1993.43.2.289
Evaluation of a constitutive model for overconsolidated clays
resolves10.1061/(ASCE)0733-9410(1994)120:1(199)
Model Prediction of Anisotropic Behavior of Boston Blue Clay
resolves10.1139/t97-087
Swelling and softening behaviour of La Biche shale
resolves10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8
CASM: a unified state parameter model for clay and sand
The 6 references without a DOI — listed, not checked
no DOI — not checkedp_9/p_9_1
no DOI — not checkedp_12/p_12_1
no DOI — not checkedp_14/p_14_1
no DOI — not checkedp_15/p_15_1
no DOI — not checkedp_18/p_18_1
no DOI — not checkedp_37/p_37_1
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

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